ML081930317

License Amendment Request 239 for Review and Approval of Seismic Analysis Methodology for Auxiliary Building Crane

ML081930317
Person / Time
Site:	Kewaunee
Issue date:	07/07/2008
From:	Gerald Bichof Dominion Energy Kewaunee
To:	Document Control Desk, Office of Nuclear Reactor Regulation
References
08-0211
Download: ML081930317 (152)

Text

Dominion Energy Kewaunee, Inc. 0 5000 Dominion Boulevard, Glen Allen, VA 23060 j Dominion July 7, 2008 ATTN: Document Control Desk Serial No. 08-0211 U. S. Nuclear Regulatory Commission LIC/GR/RO Washington, DC 20555-0001 Docket No.: 50-305 License No.: DPR-43 DOMINION ENERGY KEWAUNEE, INC.

KEWAUNEE POWER STATION LICENSE AMENDMENT REQUEST 239 - REQUEST FOR REVIEW AND APPROVAL OF SEISMIC ANALYSIS METHODOLOGY FOR AUXILIARY BUILDING CRANE Pursuant to 10 CFR 50.90 Dominion Energy Kewaunee, Inc. (DEK) requests Nuclear Regulatory Commission (NRC) approval of a proposed license amendment request (LAR) for the Kewaunee Power Station (KPS). The proposed amendment would allow the use of a methodology to determine the seismic loads on the recently upgraded Auxiliary Building (AB) crane. The AB crane has recently been upgraded to a single-failure-proof design through replacement of the crane trolley and modification of the existing crane bridge. The proposed new methodology is not currently described in the KPS Updated Safety Analysis Report (USAR) or the codes of reference applicable to the upgraded AB crane.

Specifically, DEK requests NRC approval to use a nonlinear analysis method to determine the response of the AB crane structure during a design basis seismic event.

This nonlinear analysis method includes consideration of the crane trolley and bridge drive wheels rolling under seismic loads. The consideration of wheel rolling, which makes the analysis nonlinear, occurs when the seismic load exceeds the trolley and bridge drive wheel brake resisting force. The proposed nonlinear analysis method constitutes a departure from a method of evaluation as described in the KPS USAR because the method is not described in the USAR or in applicable NRC-endorsed guidance. Use of the proposed nonlinear analysis method would be limited to the AB crane seismic analysis.

Additional information and documents to support this LAR are provided as attachments to this letter. Attachment 1 provides a detailed description of the proposed amendment, background and technical analysis, and a no significant hazards consideration determination, and an environmental review consideration. Attachment 2 provides marked-up USAR pages showing proposed changes. Attachment 3 provides a

Serial No. 08-0211 License Amendment Request 239 Page 2 of 5 depiction of the crane mathematical model used in the nonlinear analysis. Also enclosed are non-proprietary general arrangement drawings of the upgraded KPS AB crane bridge and trolley (enclosure 1) and the calculation documenting the development of the seismic time histories used in the nonlinear analysis (enclosure 2).

The AB crane modification and functional testing have been successfully completed and the crane has been turned-over to Operations for limited use, pending approval of this LAR. The AB crane is currently available for use under administrative controls that restrict the lifted load to no more than 50 tons on the main hoist. The modified AB crane has been seismically analyzed using the current linear analysis method to confirm its structural adequacy with a load of up to 50 tons suspended from the main hoist.

As previously discussed with the NRC staff, this LAR will consist of two letters. This letter constitutes the first letter, and describes the approach, inputs, assumptions, and modeling used in the nonlinear analysis to develop the seismic response of the crane structure. It is this methodology for which NRC approval is requested. The second letter, scheduled for August 8, 2008, will be confirmatory in nature, providing the results of the AB crane seismic analyses using the nonlinear method. This two-letter approach is necessary to allow sufficient time for the NRC staff review of this amendment request.

The proposed amendment needs to be approved in order to begin using the crane to lift and handle spent fuel storage casks in the summer of 2009.

The KPS Facility Safety Review Committee has approved the proposed amendment and a copy of this request has been provided to the State of Wisconsin in accordance with 10 CFR 50.91(b).

DEK requests approval of the proposed amendment by April 30, 2009 in order to support the dry spent fuel storage loading schedule and to allow restoration of full core offload capability in the KPS spent fuel pool. Upon NRC staff approval of this amendment request, the KPS USAR will be revised, similar to that shown in attachment 2, pursuant to 10 CFR 50.71(e).

Serial No. 08-0211 License Amendment Request 239 Page 3 of 5 If you have any questions or require any additional information, please contact Mr.

Gerald Riste at (920) 388-8424.

Very truly yours, Gerald T. Bischof Vice President-Nuclear Engineering COMMONWEALTH OF VIRGINIA )

)

COUNTY OF HENRICO )

The foregoing document was acknowledged before me, in and for the County and Commonwealth aforesaid today by Gerald T. Bischof, who is the Vice President-Nuclear Engineering of Dominion Energy Kewaunee, Inc. He has affirmed before me that he is duly authorized to execute and file the foregoing document in behalf of that Company, and the statements in the document are true to the best of his knowledge and belief.

Acknowledged before me this "'7

• day of ,2008.

V - U My Commission Expires:

MARGARET B. BENNETT q

Notary Public 14*30A Notary RNi blic Commonwealth of Virginia My Comrrrsslon ExpireS Aug 31. 2006

Serial No. 08-0211 License Amendment Request 239 Page 4 of 5 Attachments:

1. Evaluation of License Amendment Request 239

2. USAR Mark-up Pages for License Amendment Request 239 (Information Only)

3. KPS AB Crane Seismic Analysis Mathematical Model

Enclosures:

1. General Arrangement Drawings of Upgraded Auxiliary Building Crane

2. ABS Consulting Calculation No. 1886592-C-001, "Generation of Artificial Seismic Time Histories for the Fuel Cask Bridge Crane at Kewaunee Power Station,"

Revision 1 Commitments made by this letter:

1. DEK will submit the results of the analyses performed using the nonlinear seismic analysis methodology described in this LAR.

2. DEK will perform a "push" test to provide empirical data documenting the force required to induce crane trolley and bridge drive wheel rolling with the brakes applied. The results of the test will be provided to the NRC.

3. DEK will have an independent peer review performed of the nonlinear structural model and outputs of the nonlinear analysis to confirm the methodology is appropriate for the application and provide a summary of the review to the NRC.

Serial No. 08-0211 License Amendment Request 239 Page 5 of 5 cc: Regional Administrator U.S. Nuclear Regulatory Commission Region III 2443 Warrenville Rd.

Suite 210 Lisle, IL 60532-4532 Mr. J. S. Cushing Senior Project Manager U.S. Nuclear Regulatory Commission One White Flint North Mail Stop 08-H4A 11555 Rockville Pike Rockville, MD 20852-2738 Resident Inspector Kewaunee Power Station Public Service Commission of Wisconsin Electric Division P.O. Box 7854 Madison, WI 53707

Serial No. 08-0211 ATTACHMENT I LICENSE AMENDMENT REQUEST 239 REQUEST FOR REVIEW AND APPROVAL OF SEISMIC ANALYSIS METHODOLOGY FOR AUXILIARY BUILDING CRANE EVALUATION OF LICENSE AMENDMENT REQUEST 239 KEWAUNEE POWER STATION DOMINION ENERGY KEWAUNEEE, INC.

Serial No. 08-0211 Attachment 1 Page 1 of 15 EVALUATION OF LICENSE AMENDMENT REQUEST 239 Request for Review and Approval of Seismic Analysis Methodology Regarding Auxiliary Building Crane

1.0 DESCRIPTION

This submittal is a request to amend Operating License No. DPR-43 for the Kewaunee Power Station (KPS). KPS has implemented modifications to the Auxiliary Building (AB) crane that have made the crane a single-failure-proof design. In accordance with 10 CFR 50.90 and 10 CFR 50.59, Nuclear Regulatory Commission (NRC) staff review and approval is required for the proposed changes to the design and licensing basis as described in the KPS Updated Safety Analysis Report (USAR). Specifically, Dominion Energy Kewaunee, Inc. (DEK) proposes to revise the KPS USAR to allow the use of a nonlinear analysis methodology for determining the seismic response of the upgraded

-AB crane.

This nonlinear analysis methodology is not part of the KPS current licensing basis or in NRC-approved guidance for such analyses. KPS plans to use the AB crane.for spent fuel cask loading operations in the spent fuel pool. A separate license amendment request (LAR) 227 (reference 12) was previously submitted to the NRC to modify and relocate a Technical Specification (TS) pertaining to handling of heavy loads in and around the spent fuel pools. LAR 227 is currently under review by the NRC staff.

Approval of both LAR 227 and this LAR are needed to allow use of the upgraded AB crane for spent fuel cask loading operations. The following provides a description, purpose, and detailed justification for the proposed amendment; an evaluation of no significant hazards consideration; and an environmental impact evaluation.

As previously discussed with the NRC staff, this LAR will consist of two letters. This letter is the first of the two and describes the approach, inputs, assumptions, and modeling used in the nonlinear analysis to develop the seismic response of the crane structure. It is this methodology for which NRC approval is requested. The second letter will be confirmatory in nature, providing the results of the AB crane seismic analyses using the nonlinear method.

2.0 PROPOSED CHANGE

The purpose of this amendment request is to modify the KPS design and licensing basis to allow the use of a nonlinear analysis methodology to determine the response of the modified AB crane to a design basis seismic event. This methodology would consider the AB crane bridge and trolley free to roll if seismic forces overcome the brake resisting forces acting on their respective drive wheels. A modification has recently been completed to replace the existing non-single-failure-proof crane trolley with a single-failure-proof design. The load rating of the crane main hoist remains unchanged at 125 tons and the auxiliary hoist load rating has been increased from 10 tons to 15 tons.

Serial No. 08-0211 Attachment 1 Page 2 of 15 Although the AB crane bridge was not replaced, it is being re-analyzed because the new bridge-and-trolley combination is different than the original.

The upgraded AB crane meets applicable NRC and industry guidance for single-failure-proof-cranes provided in NUREG-0612 (reference 1) and NUREG-0554 (reference 2).

However, the seismic analysis of the upgraded AB crane requires the use of a nonlinear analysis methodology not previously approved for this application at KPS. The scope of this amendment request is limited to the nonlinear analysis method proposed for use in determining the seismic response of the crane support. structure.

The proposed nonlinear analysis methodology considers rolling of the-trolley and bridge drive wheels as described in detail later in this attachment. The nonlinear analysis methodology will be used to simulate drive wheel rolling when calculating the seismic response of the crane and support structure. A capacity check of the crane trolley using the loads created by these forces and displacements will be performed in accordance with current NRC-endorsed codes and standards. The capacity check for the AB crane bridge and crane support structure will be performed in accordance with the applicable codes and standards in the KPS current licensing basis. Therefore, NRC approval is not requested for the capacity check work. More specific discussion. of the licensing basis and applicable codes and standards for the crane is provided in Sections 3.0 and 4.1. Following NRC approval of this amendment request, the KPS USAR will be modified in accordance with 10 CFR 50.71(e) to include appropriate changes to reflect the new methodology. Attachment 2 provides information only mark-ups of the proposed USAR changes.

3.0 BACKGROUND

DEK intends to operate an Independent Spent Fuel Storage Installation (ISFSI) at the KPS site starting in mid-2009 under the general license provisions of 10 CFR 72, Subpart K. DEK will be using the Transnuclear, Inc. Standard NUHOMS dry spent fuel storage system in accordance with 10 CFR 72 Certificate of Compliance 1004. The Standard NUHOMS System requires the use of a transfer cask weighing up to 125 tons during cask loading operations in the AB. The KPS AB crane will be used to lift and move transfer casks between the cask loading area of the spent fuel pool and the truck bay. The original AB crane was a 125-ton capacity, non-single-failure-proof, Whiting Corporation bridge and trolley design of late-1960s vintage. To facilitate its use in dry spent fuel storage system loading operations, the AB crane has been upgraded to a single-failure-proof design by replacing the trolley with a single-failure-proof design and modifying the existing bridge. The design rated load (DRL) and maximum critical load (MCL) for the AB crane remains unchanged at 125 tons for the main host. The auxiliary hoist DRL has been increased from 10 tons to 15 tons. The AB crane requires re-analysis of its ability to withstand a design basis seismic event due to a 20-ton increase in trolley weight and differences in the design and arrangement of the new trolley

.compared to the original trolley.

Serial No. 08-0211 Attachment 1 Page 3 of 15 The KPS AB crane is designated Service Class A in accordance with Crane Manufacturer's Association of America Standard 70 (CMAA 70) (reference 7), Section 2.2. The AB crane has a Class I* nuclear safety design classification in accordance with KPS USAR Appendix B, Section B.2.1. Components designated as Class I* are designed to Class I Design Basis Earthquake (DBE) loading and treated as Class III in all other respects 1 . In short, the Class I* designation means that under all credible operating conditions and failure modes, the AB crane must not experience uncontrolled lowering of the load, and the trolley and bridge wheels must remain on their respective rails under a seismic event. It is not required that the crane remain operational.

In order to comply with the requirements for a single-failure-proof crane, the AB crane must be able to withstand the loads induced by the safe shutdown earthquake (SSE) with full rated load suspended from the crane hook. In NUREG-0800, Section 9.1.5 (reference 6), the NRC staff endorsed ASME NOG-1-2004, "Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)," (reference 5) as an acceptable methodology for performing seismic analyses of crane systems. ASME NOG-1-2004 allows the use of either linear response spectrum seismic analysis or linear time history seismic analysis.

For the linear analysis methods, the crane mathematical model for seismic analysis of cranes is set forth in ASME NOG-1-2004, Figure 4154.3-1. This model imposes restraints at the interface between the bridge and trolley drive wheels and their respective rails. However, in reality the drive wheels are driven and stopped by suitably designed motors, drive shaft gearing, and drive shaft brakes. If the braking systems have less capacity than the -applied seismic loads, then the drive wheels will roll with a constantbrake resisting force. The rolling of the trolley drive wheels and/or the bridge drive wheels constitutes a nonlinear behavior of the crane system during a seismic event. The methodology used to capture this nonlinear behavior during the seismic event is the subject of this LAR.

The methods used to calculate other required loads (dead and live loads), combine seismic loads with the other loads, and the acceptance criteria used in the structural capacity checks will be in accordance with applicable industry standards that have been endorsed by the NRC or are part of the KPS current licensing basis.

Two basic tasks are required to perform the nonlinear seismic analysis of the AB crane system. The first required task is development of the nonlinear element in the mathematical model that simulates the limited resistance of the braking system on the trolley and bridge drive wheel shafts. This nonlinear model element allows movement As stated in KPS USAR, Section B.2.1, Class I structures and components are those whose failure might cause or increase the severity of a loss-of-coolant accident or result in an uncontrolled release of substantial amounts of radioactivity, and those structures and components vital to safe shutdown and isolation of the reactor. Class Ill structures and components are not directly related to reactor operation or containment.

Serial No. 08-0211 Attachment 1 Page 4 of 15 of the trolley and/or bridge along the rails after known level of force (the breakaway force) on the brakes is achieved. A push test will be conducted to validate the forces in the model associated with the wheel-rolling phenomenon.

The second required task is generation of artificial seismic time histories at the top of the AB crane rail for the SSE. The DBE for the upgraded AB crane design is the SSE.

The artificial seismic time histories represent the accelerations at the AB crane rail over the duration of the design basis earthquake. There are special requirements for the development of seismic time histories used in nonlinear analyses. These special requirements are above and beyond those typically used for linear time history analyses. These special requirements primarily pertain to the uncertainty associated with nonlinear analyses. The seismic time histories used in the nonlinear analysis of the KPS AB crane were prepared in accordance with "Option I1"described in NUREG-0800, Section 3.7.1 (reference 9).

In summary, DEK is requesting review and approval of the nonlinear seismic analysis methodology to be used for the seismic analysis of the AB crane. The specific nonlinear behavior considered in the proposed methodology is the rolling of the trolley and bridge drive wheels along their respective rails when the applied seismic load exceeds the brake resisting force. This submittal proposes to eliminate the overly conservative assumption that the AB crane trolley and bridge drive wheel brakes have an unlimited capability to resist seismic-induced forces by using a nonlinear seismic analysis methodology to represent the limited capacity of the drive wheel brakes.

4.0 TECHNICAL ANALYSIS

4.1 Applicable Codes and Standards The AB crane is described in KPS USAR Section 9.5.2.12, "Auxiliary Building Crane."

The original crane was non-safety-related and non-single-failure-proof. It was designed and procured as a commercial grade item during initial plant construction in accordance with EOCI Standard 61; ANSI B30.2.0, 1967 Edition; and Pioneer Service and Engineering Company Specification for Powerhouse Overhead Electric Traveling Cranes.

KPS Safety Design Classification I*for the AB crane ensures that the seismic design of the crane is such that a DBE will not result in an uncontrolled lowering of the lifted load and the bridge and trolley wheels will not leave their rails with a load suspended, up to and including the 125-ton rated load of the crane. The crane upgrade project has enhanced the design of the AB crane by replacing the existing trolley with a single-failure-proof trolley constructed in accordance with the guidance in NUREG-0554.

NUREG-0554 is the governing NRC guidance document for the design of single-failure-proof cranes for nuclear power plant service, including upgrades of existing cranes. In

Serial No. 08-0211 Attachment 1 Page 5 of 15 general, NUREG-0554 either provides specific guidance or invokes the guidance in CMAA-70 for design work. CMAA-70 is a commercial crane code and does not provide guidance in all areas necessary for nuclear plant service. ASME NOG-1 provides guidance for cranes in nuclear plant service.

The choice of governing codes and standards for the KPS crane upgrade project was based on replacing the trolley and using the existing bridge. The design phase of the project was initiated and the applicable codes governing the upgraded crane's design were selected prior to the NRC's March 2007 endorsement of NOG-1-2004 in Standard Review Plan 9.1.5, Revision 1. Therefore, the primary design code used for the KPS AB crane upgrade was CMAA-70 rather than ASME NOG-1-2004. However, in areas where detailed guidance is not provided in NUREG-0554 or CMAA-70, such as for the seismic analysis, the guidance in ASME NOG-1-2004 was used. In summary, the NRC has endorsed the principal codes and standards used in the project.

4.2 Upgraded AB Crane Seismic Analysis This section describes the response spectra, damping, time histories, computer models, crane/hoist load combinations, and analysis work that are being used to perform the seismic analyses of the crane. These analyses will produce the seismic-induced forces and displacements on the AB crane and its support structure. These seismic-induced forces and displacements, when combined with the appropriate dead and live load combinations, will be used to compute the loads used for the structural capacity checks of those components for the seismic load condition.

4.2.1 Background and General Overview of Approach The KPS AB crane is designated Class I* as stated in the KPS USAR, Appendix B, Table B.2-1. In accordance with USAR, Section B.2.1, Class I* components are designed to Class I DBE dynamic loading and are treated as Class III in all other respects. This includes the trolley, bridge, and AB crane support system. In general, the response spectra for seismic analysis performed for the Kewaunee plant are documented in a report developed by John A. Blume and Associates for Pioneer Service and Engineering Company in 1971 (reference 8), hereafter referred to as the "Blume Report." The Blume Report, however, does not include horizontal response spectra for a mass point at the location of the AB crane rails. Therefore, new horizontal response spectra and horizontal and vertical time histories were developed for this analysis, as discussed in the sections that follow.

In performing the seismic analysis of the crane, a nonlinear time history analysis methodology is being used. This analysis uses a computer model of the crane in representative trolley and bridge positions and hook load configurations consistent with ASME NOG-1-2004. The nonlinear time history analysis of the upgraded AB crane is being performed using the SAP 2000 computer program, Version 11. A peer review of the seismic inputs for the nonlinear analysis has been performed by an independent

Serial No. 08-0211 Attachment 1 Page 6 of 15 consultant, Dr. Robert Kennedy of RPK Structural Mechanics Consulting. Dr. Kennedy will also perform a peer review of the nonlinear structural model and the outputs of the nonlinear analysis.

An overview of the AB crane seismic analysis is provided below as a series of tasks:

" Task 1: Develop horizontal DBE amplified response spectra at the AB crane rail using the Blume Report as the design input. Vertical response spectra are taken directly from the Blume Report.

• Task 2: Develop artificial seismic time histories at the AB crane rail that are suitable for nonlinear seismic time history analysis.

" Task 3: Develop the crane structural computer model that simulates the nonlinear behavior of the bridge and trolley drive wheel brake system.

Task 4: Conduct the nonlinear seismic analysis of the crane structure to obtain forces and displacements to be used in combination with other load cases for capacity checks.

4.2.2 Modeling the Behavior of the Braking System The mathematical model used in the nonlinear seismic analysis of the AB crane is consistent with Figure 4154.3-1 of NOG-1-2004. See attachment 3 for a depiction of the KPS AB crane seismic analysis mathematical model. The restraint conditions at the nodes are consistent with Table 4154.3-1 of NOG-1-2004, with one exception. The one exception is that the nodes representing the trolley and bridge drive wheels are free to move in the direction parallel to their rails after the drive wheel brake force in that direction has been exceeded. Using NOG-1-2004, Figure 4154.3-1 as a reference, the modeling exception applies to bridge wheel Nodes A and C in the "Y" direction and trolley wheel nodes E and F in the "X" direction.

Nodes A, C, E, and F in the mathematical model of the AB crane are restrained in the directions parallel to the rail until the seismic forces in that direction overcome the drive wheel brake force. When the brake forces are exceeded, the wheels are allowed to translate in the dynamic model. This phenomenon represents the nonlinear nature of the analysis. A push test will be conducted to validate the brake resisting forces used in the nonlinear analysis. The push test will be performed for both the trolley and the bridge girder.

4.2.3 DBE Response Spectra and Damping (Task 1)

New horizontal response spectra at the AB crane rails were developed for use in the seismic analyses. Vertical response spectra were taken directly from the Blume Report.

A separate response spectrum was developed for each horizontal direction of seismic

Serial No. 08-0211 Attachment 1 Page 7 of 15 input (i.e., north-south and east-west). Two percent damping was used in all three spectra in accordance with the criteria for steel structures in the KPS USAR. Horizontal response spectra were developed for the frequency range of 0.1 to 40 Hertz in accordance with NUREG-0800, Section 3.7.1 (reference 9) and Regulatory Guide 1.122 (reference 10).

4.2.4 DBE Acceleration Time Histories at the Crane Rails (Task 2)

The overall approach and acceptance criteria used to generate the needed acceleration time histories is consistent with the basic guidance described in NUREG-0800, Section 3.7.1, Revision 3. This section of the Standard Review Plan (SRP) is mainly focused on the development of the design ground motion time histories for the seismic analysis of structures. Thus, it is used herein with the understanding that some of the guidelines may not be directly applicable for seismic time history generation where the target motion has already been amplified and filtered by the dynamic characteristics of the supporting Auxiliary Building structure. However, the intent of SRP 3.7.1, Revision 3 is met.

Because the analysis of the crane structure is a nonlinear time history seismic analysis, five sets of artificial time histories, each containing three directional components, were developed. This is consistent with SRP 3.7.1, Section 1l.1.B, Option Il, and meets the intent of paragraph 3.3.2 of ASCE/SEI 43-05, "Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities," (reference 13). Each of the fifteen artificial time histories generated uses an actual recorded earthquake motion as the starting seed. The seed records were selected from available recorded earthquake ground motions obtained from the U.S. Geological Survey database. The criteria used for selecting the earthquake seed records was based on the earthquake magnitude; duration and the required low and high frequency content characteristics.

SRP 3.7.1, Section 11.1.B, Option II, "Multiple Sets of Time Histories," was used as guidance for the acceptance criteria for the generation of the artificial time history sets.

In addition to the criteria stated in the SRP, each time history developed was baseline corrected (except for one, see enclosure 2, sheet D14) for peak acceleration at high and low frequency consistent with RG 1.122 (reference 10). The statistical independence of the three acceleration components from each of the five sets was validated by calculating the correlation coefficients. The absolute value of the correlation coefficients are all less than 0.16, consistent with the acceptance criteria in SRP 3.7.1, Section 11.1.B. The strong motion duration meets or exceeds the guidance contained in Section 2.3 of ASCE 4-98, "Seismic Analysis of Safety-Related Nuclear Structures," (reference 14). provides a detailed description of the methodology that was used to generate the artificial time histories that will be used for the nonlinear analysis of the AB crane. The report also contains plots of all fifteen generated time history accelerations, velocities and displacements. In addition, plots are provided for comparison of the

Serial No. 08-0211 Attachment 1 Page 8ofl15 calculated two percent damped response spectra to the target spectra for each direction.

4.2.5 Crane Configurations for Analysis Table 4.2.5-1 below lists the crane configurations to be analyzed. These configurations were chosen in accordance with the guidance in NOG-1-2004. The trolley is assumed to be at the mid-span, quarter-span, and end-span trolley locations to encompass the entire travel path.

Table 4.2.5-1 Seismic Analysis Crane Configurations Case Trolley Main Hoist Auxiliar Hoist No. Position Load (tons) Block Load (tons) Block 01 mid-span 125 Raised 0 Raised 02 quarter-span 125 Raised 0 Raised 03 end-span 125 Raised 0 Raised 04 mid-span 0 Raised 0 Raised 05 quarter-span 0 Raised 0 Raised 06 end-span 0 Raised 0 Raised 07 mid-span 125 Lowered 0 Raised 08 quarter-span 125 Lowered 0 Raised 09 end-span 125 Lowered 0 Raised 10 mid-span 0 Raised 15 Raised 11 quarter-span 0 Raised 15 Raised 12 end-span 0 Raised 15 Raised 13 mid-span 0 Raised 15 Lowered 14 quarter-span 0 Raised 15 Lowered 15 end-span 0 Raised 15 Lowered Each of the configurations above will be analyzed for the five different time history sets (i.e., a north-south, east-west, and vertical time history in each set).

4.2.6 Seismic Model (Task 3)

A three-dimensional (3-D) crane model was developed for use with the SAP 2000, Version 11 computer program, including the bridge girders, bridge end trucks, bridge end ties, trolley structure, wire ropes, and lifted loads. The stiffness and weight properties of the crane components are consistent with the as-built crane. The crane model attributes include:

)1. Fundamental crane systems, structures, and components:

a. Crane bridge, consisting of girders, end trucks and end ties.

Serial No. 08-0211 Attachment 1 Page 9 of 15

b. A simplified trolley assembly, representing the frequency of the trolley in three directions.

2. Simplified pendulum lifted load. The wire rope is modeled as an elastic link element hinged at the top connection to the trolley with the weight of the lower block and lifted load modeled at the bottom. The lower block and wire rope models will be tuned to model the vertical elastic stiffness and the two horizontal direction pendulum frequencies.

3. Trolley travel limits and pre-set nodal points for establishing trolley end, quarter-span, and mid-span locations.

4. Restraint conditions in accordance with ASME NOG-1-2004, Section 4154, except that nonlinear resistance elements will be modeled at the interface between the bridge and trolley drive wheels and their respective rails to model the rolling phenomenon.

The finite element model of the crane that was used for the nonlinear seismic analysis is consistent with the guidance in Sections 4154.1 through 4154.4 of ASME NOG-1-2004.

The exception taken from NOG-1-2004 involves modeling of the restraint conditions at the drive wheels for both the trolley and the bridge girder. NOG-1-2004, Table 4154.3-1 requires that these nodes be modeled as restrained in all three translational directions.

For the bridge girder, the restrained boundary condition in the transverse direction (Y direction as shown in Figure 4154.3-1 of ASME NOG-1-2004) was replaced with a nonlinear element. This ,nonlinear element restrains movement in the transverse direction until the maximum brake force is reached. After the maximum brake force is exceeded, the nonlinear element allows the bridge drive wheels to roll with a constant brake resisting force. In a similar manner, the restrained boundary condition for the trolley drive wheels in the transverse direction (X direction as shown in Figure 4154.3-1 of ASME NOG-1-2004) was replaced with a nonlinear element. The nonlinear element restrains the trolley from movement in the transverse direction until the maximum trolley brake force is achieved. Thereafter, the trolley is allowed to roll with a constant brake resisting force. shows an SAP 2000 model depicting the eight-wheel crane having the trolley at mid-span with the main hoist hook lowered and the auxiliary hook in the raised position. The figure is provided for information purposes to show the level of detail used in the model of the AB crane for the nonlinear analysis. Other similar models have the trolley located at the quarter-span and at the end of the bridge and have different hook positions. Greater analysis detail, including geometry, weights, member properties, trolley and bridge wheel boundary/interface conditions, and descriptions of the non-linear elements associated with drive wheel rolling will be included in the detailed seismic analysis package.

Serial No. 08-0211 Attachment 1 Page 10 of 15 4.2.7 Analysis Outputs (Task 4)

The seismic-induced forces and displacements on the AB crane will be the outputs of the nonlinear analyses. The results of each seismic analysis set will be added together (e.g., element forces, nodal point motions), and then the summed values averaged.

The averaged seismic analysis results will then be combined with the corresponding dead load and live load non-time history analysis results in accordance with the NOG 2004 combinations and used in the structural capacity checks of the trolley, bridge, and AB crane support structure.

4.2.8 Summary The nonlinear seismic analysis for the AB crane structure is being performed in accordance with applicable industry codes and standards. The seismic input time histories were developed consistent with SRP 3.7.1 for nonlinear analysis. The basic mathematical model of the crane is consistent with the guidance in ASME NOG-1-2004 with the exception of the nonlinear boundary conditions. A push test of the crane trolley and bridge will be performed to validate the nonlinear boundary condition in the structural model.

Based on the above, the nonlinear analysis methodology used to determine the seismic response of the upgraded Kewaunee AB crane is acceptable because:

• Seismic time history inputs used in the analysis were developed in accordance with the applicable requirements of SPR 3.7.1 The nonlinearity is limited to the interface between the drive wheels and the rails. The behavior of the nonlinear element will be validated by testing

• . The analysis methods used to solve the nonlinear problem are well established and have been benchmarked to demonstrate that they converge to the correct solution 5.0 REGULATORY SAFETY ANALYSIS 5.1 No Significant Hazards Consideration Dominion Energy Kewaunee, Inc. (DEK) proposes to modify the Kewaunee Power Station (KPS) licensing basis by adding a new method for the seismic analysis of the KPS Auxiliary Building (AB) crane. This new method of analysis is a nonlinear seismic analysis of the crane that considers trolley and bridge drive wheel rolling after the brake resisting force is exceeded. The proposed new methodology is otherwise, consistent with the recommended methods for seismic analysis of cranes in ASME NOG-1-2004, which is silent regarding consideration' of rolling. The proposed methodology is consistent with NRC and industry guidance for such analyses.

Serial No. 08-0211 Attachment 1 Page 11 of 15 DEK has evaluated whether or not a significant hazards consideration is involved with the proposed amendment by focusing on the three standards set forth in 10 CFR 50.92, "Issuance of Amendment," as discussed below:

1. Does the proposed amendment involve a significant increase in the probability or consequences of an accident previously evaluated?"

Response: No.

This amendment request pertains solely to a nonlinear seismic analysis method supporting the upgrade of the KPS AB crane from a non-single-failure-proof design to a single-failure proof design. Specifically, the existing AB crane trolley has been replaced with a state-of-the-art design that is single-failure-proof. The AB crane does not interface with. operating plant equipment. The crane will continue to be able to withstand a design basis seismic event without an uncontrolled lowering of the load. The probability of a load drop is not increased by the proposed change in methodology.

The seismic analysis methodology proposed for use recognizes the inherent propensity for structures not fixed to one another (e.g., steel wheels on steel rails) to roll if sufficient lateral force is applied. This seismic analysis method is proposed for use solely on the AB crane upgrade and not for any other plant structures, systems, or components. The recognition of wheel rolling between the AB crane trolley and bridge and their respective rails reflects the true nature of the installed equipment and its response to horizontal forces generated by a seismic event.

Therefore, the proposed amendment does not involve a significant. increase in the probability or consequences of an accident previously evaluated.

2. Does the proposed amendment create the possibility of a new or different kind of accident from any accident previously evaluated?

Response: No.

This amendment request pertains to an analysis method supporting the upgrade of an existing plant component. Specifically, the existing AB crane trolley has been replaced with a state-of-the-art design that is single-failure-proof. The AB crane does not interface with operating plant equipment. This seismic analysis methodology is proposed for use solely on the AB crane upgrade and not for any other plant structures, systems, or components.

The design rated load of the AB crane main hoist remains the same at 125 tons.

This load bounds the design and supporting analysis. The auxiliary hook design rated load has been increased from 10 tons to 15 tons. The proposed

Serial No. 08-0211 Attachment 1 Page 12 of 15 amendment does not change the currently acceptable heavy load handling practices in use at KPS. The number and types of lifts made using this crane in support of KPS plant operations will not significantly change from those contemplated during original plant licensing. Furthermore, the basic operations of the crane (i.e., hoisting and horizontal travel) remain the same.

Therefore, the proposed amendment does not create a new or different kind of accident from any accident previously evaluated.

3. Does the proposed amendment involve a significant reduction in a margin of safety?

Response: No.

Although the proposed new methodology supports the upgrade of the KPS AB crane from a non-single-failure-proof to a single-failure-proof design, the margin of safety under consideration in this evaluation is based on that contained within the safety analysis (seismic analysis).

The purpose of this methodology is to determine the design loads (forces and moments), accelerations, and displacements on the AB crane and building support structure. These loads will subsequently be used to perform the structural analysis of these components to confirm that the design meets all applicable acceptance criteria using previously approved industry codes and standards for such analyses, including ASME NOG-1-2004 and CMAA-70 (2004). If the stresses computed in the structural components as a result of a seismic event are less than the limits contained in these codes, the structural integrity of the crane is maintained, and a suspended load will remain suspended during a seismic event. Meeting these code limits maintains an acceptable margin of safety for the individual components and the crane as a whole.

Therefore, the proposed amendment does not involve a significant reduction in a margin of safety.

5.2 Applicable Regulatory Requirements/Criteria The U.S. Atomic Energy Commission (AEC) issued their Safety Evaluation (SE) of Kewaunee on July 24, 1972 with supplements dated December 18, 1972 and May 10, 1973. Section 3.1, "Conformance with AEC General Design Criteria," of the AEC's SE described the conclusions the AEC reached associated with the General Design Criteria in effect at the time. The AEC SE stated:

"The Kewaunee plant was designed and constructed to meet the intent of AEC's General Design Criteria, as originally proposed in July 1967.

Construction of the plant was about 50% complete and the Final Safety

Serial No. 08-0211 Attachment 1 Page 13 of 15 Analysis Report (Amendment 7) had been filed with the Commission before publication of the revised General Design Criteria in February 1971 and the present version of the criteria in July 1971. As a result, we did not require the applicant to reanalyze the plant or resubmit the FSAR.

However, our technical review did assess the plant against the General Design Criteria now in effect and we are satisfied that the plant design generally conforms to the intent of these criteria."

As such, the appropriate General Design Criteria KPS is licensed to, per the Final Safety Analysis Report (Amendment 7), which has now been updated and is entitled the Updated Safety Analysis Report (USAR), are listed below.

5.3 Kewaunee Design Criteria

1. Criterion 2 - Performance Standards Those systems and components of reactor facilities which are essential to the prevention of accidents which could affect the public health and safety or to mitigation of their consequences shall be designed, fabricated, and erected to performance standards that will enable the facility to withstand without loss of the capability to protect the public. The additional forces that might be imposed by natural phenomena include those such as earthquakes, tornadoes, flooding conditions, winds, ice, and other local site effects. The design bases so established shall reflect:

a) appropriate consideration of the most severe of these natural phenomena that have been recorded for the site and surrounding area, and b) an appropriate margin for withstanding forces greater than those recorded to reflect uncertainties about the historical data and their suitability as the basis for design.

5.4 Conclusion In conclusion, based on the considerations discussed above, (1) there is reasonable assurance that the health and safety of the public will not be endangered by operation in the proposed manner, (2) such activities will be conducted in compliance with the Commission's regulations, and (3) the issuance of the amendment will not be inimical to the common defense and security or to the health and safety of the public.

Serial No. 08-0211 Attachment 1 Page 14 of 15

6.0 ENVIRONMENTAL CONSIDERATION

A review has determined that the proposed amendment would change a requirement with respect to installation or use of a facility component located within the restricted area, as defined in 10 CFR 20, or would change an inspection or surveillance requirement. However, the proposed amendment does not involve (i) a significant hazards consideration, (ii) a significant change in the types or a significant increase in the amount of any effluent that may be released offsite, or (iii) a significant increase in the individual or cumulative occupational radiation exposure. Accordingly, the proposed amendment meets the eligibility criterion for categorical exclusion set forth in 10 CFR 51.22(c)(9). Therefore, pursuant to 10 CFR 51.22(b), no environmental impact statement or environmental assessment need be prepared in connection with the proposed amendment.

7.0 REFERENCES

1. NUREG-0612, "Control of Heavy Loads at Nuclear Power Plants," dated July 1980.

2. NUREG-0554, "Single Failure Proof Cranes for Nuclear Power Plants," dated May 1979.

3. NRC Bulletin 96-02, "Movement of Heavy Loads Over Spent Fuel, Over Fuel in the Reactor Core, or Over Safety-Related Equipment," dated April 11, 1996.

4. NRC. Regulatory Issue Summary 2005-25, "Clarification of NRC Guidelines for Control of Heavy Loads," dated October 31, 2005; and Supplement 1 dated May 29, 2007.

5. ASME NOG-1, "Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)," 2004 Edition.

6. NUREG-0800, "Standard Review Plan," Section 9.1.5, "Overhead Heavy Load Handling Systems," Revision 1.

7. Crane Manufacturers Association of America (CMAA) Specification 70, "Specifications for Top Running Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes," 2004.

8. "Kewaunee Nuclear Power Plant Earthquake Analysis: Reactor-Auxiliary-Turbine Building Response Acceleration Spectra" John A. Blume and Associates Report to Pioneer Service & Engineering Company, April 1971.

9. NUREG-0800, "Standard Review Plan," Section 3.7.1, "Seismic : Design Parameters," Revision 3.

10. USNRC Regulatory Guide 1.122, "Development of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components," Revision 1.

Serial No. 08-0211 Attachment 1 Page 15 of 15

11. ABS Consulting Calculation No. 1886592-C-001, "Generation of Artificial Seismic Time Histories for the Fuel Cask Bridge Crane at Kewaunee Power Station,"

Revision 0.

12. Letter from G. T. Bischof (DEK) to NRC Document Control Desk, "License Amendment Request 227, Relocation of Spent Fuel Pool Crane Technical Specification to Technical Requirements Manual," dated November 9, 2007 (ADAMS Accession No. ML073170705).

13. ASCE/SEI 43-05, "Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities. "

14. ASCE 4-98, "Seismic Analysis of Safety-Related Nuclear Structures."

i

Serial No. 08-0211 ATTACHMENT 2 LICENSE AMENDMENT REQUEST 239 REQUEST FOR REVIEW AND APPROVAL OF SEISMIC ANALYSIS METHODOLOGY FOR AUXILIARY BUILDING CRANE USAR MARK-UP PAGES FOR LICENSE AMENDMENT REQUEST 239 (For Information Only)

Section B.8 KEWAUNEE POWER STATION DOMINION ENERGY KEWAUNEEE, INC

Serial No. 08-0211 Attachment 2 Page 1 of 3 B.8 PROTECTION AGAINST CRANE TOPPLING AND CONTROL OF HEAVY LOADS The Auxiliary Building crane and the Turbine Building crane are located in areas where they are subject to possible damage from tornado and earthquake. These crane bridges and trolleys are protected against tipping, derailment, and uncontrolled movements that could possibly create damage.

To assure stability of the crane, the bridge and trolley are equipped with fixed, fitted rail yokes that allow free rolling movement but prevent the wheels from being lifted or derailed. The bridge and trolley wheels are equipped with electrically activated, spring set brakes. Upon loss of power or when the crane or trolley are not under operator control, the springs activate the brakes, locking the wheels firmly in place to prevent rolling out of position. The positive wheel stops and bumpers provided to prevent over-travel of the trolley and bridge will prevent the trolley and bridge from leaving the rails, even in the unlikely event of brake failure.

As a result of Generic Task A-36, "Control of HeavyLoads Near Spent Fuel," the NRC issued NUREG-0612, "Control of Heavy Loads at Nuclear Power Plants." NUREG-0612 was to be implemented in two phases. Phase I addressed Section 5.1 of NUREG-0612 and established seven basic guidelines for all nuclear power plants, which detailed provisions for the handling of heavy loads in the area of the reactor vessel near stored spent fuel, in other areas where an accidental load drop could damage equipment required for safe shutdown or decay heat removal.

Phase II (Sections 5.1.2 through 5.1.6) was intended to cover the need for electrical interlocks/mechanical stops, or alternatively, single'failure-proof cranes or load drop analyses.

In Reference 15 the NRC concluded that satisfaction of the Phase I guidelines would provide adequate assurance that, due to improvements in heavy load handling procedures and training, and crane and handling tool inspection and testing, the potential for a load drop is extremely small. Reference 15 also included a cost-benefit analysis for Phase II of NUREG-0612 which concluded that, because of the reduced potential of a load handling accident provided by Phase I, the high cost of implementing Phase II could not be justified by the comparatively small associated increase in plant safety.

Therefore, since Kewaunee has satisfied the requirements of Phase I and since Phase II compliance is no longer required, the NRC has determined that Kewaunee has adequately addressed NUREG-0612 and has significantly reduced the probability of a heavy load handling accident to an acceptably smallvalue (see NRC SER in Reference 16).N

Serial No. 08-0211 Attachment 2 Page 2 of 3 The Auxiliary Building (AB) crane was upgraded in support of dry spent fuel storage cask loading operations. This upgrade involved the replacement of the original trolley with a single-failure-proof design, replacement of the trolley controls, and an upgrade to the existing AB crane bridge. The upgrade of the AB crane meets the guidance in Section 5.1.6 of NUREG-0612, "Control of Heavy Loads at Nuclear Power Plants," and NUREG-0554, "Single Failure Proof Cranes for Nuclear Power Plants," as applicable.

Design Criteria for Upgraded Auxiliary Building Crane The AB crane is designated as Class I* per Table B.2-1 and therefore is designed to meet Class I seismic standards. The crane is designed to stay on its rails and not allow an uncontrolled lowering of the load as a result of a seismic event. It is not required to be operational during or after a seismic event. The AB crane is also designed to withstand the crane design basis accident events described in NUREG-0554: two-blocking, load hang-up, and wire rope failure.

Because the replacement AB crane trolley is a new component and the crane bridge is an existing component, the construction codes applicable to the two are not identical. The construction codes for the trolley and bridge are as follows:

AB Crane Trolley Codes and Standards Construction is in accordance with NUREG-0554 and, where NUREG-0554 does not offer specific guidance (e.g., normal condition load combinations and stress acceptance criteria),

construction is in accordance with Crane Manufacturers Association of America Specification 70 (CMAA-70), 2004 Edition is used. ASME NOG-1-2004 is used where CMAA-70 does not offer specific construction guidance, such as for seismic design and faulted conditions. Seismic load combinations and stress analysis acceptance criteria, as well as guidance used to address two blocking, load hang-up, and wire rope failure are, therefore, taken from ASME NOG-1-2004.

AB Crane Bridge Codes and Standards Construction is in accordance with NUREG-0554 and Electrical Overhead Crane Institute Standard 61 (EOCI-61). CMAA-70 (2004) and ASME NOG-1-2004 are used, in that hierarchy, where NUREG-0554, and EOCI-61 do not offer specific construction guidance such as for seismic design and faulted conditions. Seismic load combinations and stress analysis acceptance criteria, therefore, taken from ASME NOG-1-2004.

UpgradedAB Crane Seismic Response Spectra, Damping, and Accelerations The seismic analysis of the AB crane considers trolley and bridge drive wheel rolling when the seismic forces exceed the drive wheel brake resistingforce. This nonlinearboundary condition required seismic time history inputs to be developed consistent with SRP 3.7.1, Revision 3, Option II. With the exception of the nonlinearboundary condition at the trolley and bridge drive wheels, the seismic analysis of the upgradedAB crane is consistent with ASME NOG-1-2004.

Serial No. 08-0211 Attachment 2 Page 3 of 3 The Blume Report, which forms the basisfor seismic analyses at the Kewaunee Power Station, does not include horizontal response spectra datafor a mass point at the location of the AB crane rail, appropriatefor use in analyzing the upgradedcrane. Therefore, a lumped-mass stick model of the Auxiliary Building steel structure was used to generateadditionalhorizontal response spectra applicablefor use at the AB crane rail. A 2 percent dampingfor the Safe Shutdown Earthquakecondition was applied to both the vertical and horizontalresponse spectra at the crane rail elevation.

A set of 5 time histories consisting of two horizontal and one vertical time history were developed from the crane rail response spectra. The time histories were developed in accordancewith the requirements of the NRC StandardReview Plan, Section 7.3.1. The time histories were used in conjunction with a 3-D model of the crane to perform the non-linear seismic analysis.

Serial No. 08-0211 ATTACHMENT 3 LICENSE AMENDMENT REQUEST 239 REQUEST FOR REVIEW AND APPROVAL OF SEISMIC ANALYSIS METHODOLOGY FOR AUXILIARY BUILDING CRANE KPS AB CRANE SEISMIC ANALYSIS MATHEMATICAL MODEL KEWAUNEE POWER STATION DOMINION ENERGY KEWAUNEEE, INC.

Serial No. 08-0211 Attachment 3 Page 1 of 1 KPS AB CRANE SEISMIC ANALYSIS MATHEMATICAL MODEL z

Serial No. 08-0211 ENCLOSURE 1 LICENSE AMENDMENT REQUEST 239 REQUEST FOR REVIEW AND APPROVAL OF SEISMIC ANALYSIS METHODOLOGY FOR AUXILIARY BUILDING CRANE GENERAL ARRANGEMENT DRAWINGS OF UPGRADED AUXILIARY BUILDING CRANE KEWAUNEE POWER STATION DOMINION ENERGY KEWAUNEEE, INC.

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Serial No. 08-0211 ENCLOSURE 2 LICENSE AMENDMENT REQUEST 239 REQUEST FOR REVIEW AND APPROVAL OF SEISMIC ANALYSIS METHODOLOGY FOR AUXILIARY BUILDING CRANE ABS CONSULTING CALCULATION NO. 1886592-C-001, "GENERATION OF ARTIFICIAL SEISMIC TIME HISTORIES FOR THE FUEL CASK BRIDGE CRANE AT KEWAUNEE POWER STATION," REVISION 1 KEWAUNEE POWER STATION DOMINION ENERGY KEWAUNEEE, INC.

Calculation 1886592-C-001 Revision 1 May 2008 Generation of Artificial Seismic Time Histories for the Fuel Cask Bridge Crane at the Kewaunee Power Station Kewaunee - Aux Building Crane RailionElevation From Acceleration Data Set I . EW Directi 2% Damped Response Spectrum

~10c 10 20 Kewaunee Power Station - Aux Bldg Crane Rail Elev Acceleration.Time History - EW Direction - Data Set 1 at c

0 at U

0 0 2 4 6 8 10 12 14 16 18 20 Time (sec)

Preparedfor:

American Crane and Equipment Corporation Douglassville, PA Preparedby.

ABS Consulting

ABS Consulting CALCULATION COVER SHEET Calculation No. 1 886592-C-001 Project: 1886592 Generation of Artificial Seismic Time Histories for the Fuel Cask Calculation

Title:

Bridge Crane at the Kewaunee Power Station Client: American Crane and Equipment Corporation Computer Software Used1: E] No. Z YES 2 : CodeNersion: See sheet 2 to 5 Quality Assurance: E'- ISO 9001 Program (QMS) Z Nuclear QA Program (NQA)

Client PO No: 010153

References:

See Section 6 of this calculation Attachments: As noted on Table of Contents Total Number of Pages (Including Cover Sheet): 119 Revision Approval Description Originator Checker Approver Number Date of Revision 0 05-May-08 Original Issue F.Elsabee/M.C.Ozbey W.Sawruk W.Sawruk W. Sawruk F. Elsabee 27-May-08 Total Revision W. Sawruk Independent Verifier: P. Streeter M. C. Ozbey 1 Check NO box when Excel, MathCAD, and/or similar programs are used since algorithms are explicitly displayed.

2 For each use of computer software, include a Computer Software Use form before the Table of Contents.

DABS Consulting Rev 1 Sheet No. 2 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 COMPUTER SOFTWARE USE

>> INCLUDE SEPARATE SHEET FOR EACH SOFTWARE USED <<

1 Computer Software Used (Code/Version)

RSPEC Version 1.2P 2 Software Supplier ABS Consulting 3 Software Update Review L] Error notices; describe:

ED Other; describe: Not available 4 Nuclear Safety Related El NO Hardware identification # used for execution:

Software [ YES Compaq Desktops: SN: 6X23-JYFZ-X21E SN: 6X28-KN8Z-70M2 Basis for Verification is Ref. [2] - Validation of software on above two machines is provided in Ref. [4].

5 Input Listing(s) El Input listing(s) attached:

[ Not attached; identify File/Disc ID: Input files provided separately on disc (see identified input files in Attachment A) 6 Output Data E3 Output results attached:

[ Not attached; identify File/Disc ID: Output files provided separately on disc.

(see identified output files in Attachment A) 7 Output ldentifier(s)* See listings in Attachment A.

• e.g., run date/time; use for reference, as appropriate, within body of calculation 8 Comments Only Acceleration Response Spectra option of the software is QA certified (see page 11 of manual) 9 Keywords" Not Applicable.

I................................................

• • For use in describing software features used in this calculation; use common terms based on software user manual.

ABSC Caonsultin. Rev I Sheet No. 3 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 CaIc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 COMPUTER SOFTWARE USE r*%',' 11.1f%1 " r% 000AMArC I~LLI~~F~XII CLJOrr IF.I.~I.ri.nJ rr^M CAr'Ll OIrTIAIADE V~~ "C~f 1 Computer Software Used (CodeNersion)

RSPLT Version 1.6P 2 Software Supplier ABS Consulting 3 Software Update Review 1- Error notices; describe:

Z Other; describe: Not available 4 Nuclear Safety Related 17 NO Hardware identification # used for execution.

Software [ YES Compaq Desktops: SN: 6X23-JYFZ-X21E SN: 6X28-KN8Z-70M2 Basis for Verification is Ref. [3] - Validation of software on above two machines is provided in [4].

5 Input Listing(s) El Input listing(s) attached:

Z Not attached; identify File/Disc ID: Input files provided separately on disc (see identified input files in Attachment A) 6 Output Data EU Output results attached:

[ Not attached; identify File/Disc ID: Output files provided separately on disc.

(see identified output files in Attachment A) 7 -Output Identifier(s)* See listings in Attachment A.

• e.g., run date/time; use for reference, as appropriate, within body of calculation 8 Comments 9 Keywords** Not Applicable.

• • For use in describing software features used in this calculation; use common terms based on software user manual.

"iAA S Consulting Rev 1 Sheet No. 4 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 COMPUTER SOFTWARE USE

.. IýlI"l I IHC*r- MrrA ATY OUM"M' 0^0D rAIL O¢ArCrMr r I --

1 Computer Software Used (Code/Version) RspMatch2005 2 Software Supplier University of California, Berkeley, CA 3 Software Update Review [] Error notices; describe:

Z Other; describe: Not available 4 Nuclear Safety Related Z NO Software [] YES Hardware identification # used for execution:

Non-QA 5 Input Listing(s) El Input listing(s) attached:

Z Not attached; identify File/Disc ID: N/A (See discussion in Section 3.1) 6 Output Data Ii Output results attached:

Z Not attached; identify File/Disc ID: N/A.

(See discussion in Section 3.1) 7 Output ldentifier(s)* N/A (See discussion in Section 3.1)

• e.g., run date/time; use for reference, as appropriate, within body of calculation 8 Comments COMMERCIALLY AVAILABLE SOFTWARE - Not Verified/Validated in accordance with the ABS Consulting Nuclear Quality Assurance manual (NQAM) and Procedure RCD-NQP-00-P03 (Ref. 10 and I1 respectively). Refer to discussion in Section 3.1 for use of results generated by this software.

9 Keywords** Not Applicable.

• • For use in describing software features used in this calculation; use common terms based on software user manual.

TABSCionsultng Rev 1 Sheet No. 5 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 COMPUTER SOFTWARE USE rv IMrI IHIn1 Q=DADATI= QW==T InD I=ACW _1TWAPl= IHIq_= e 1 Computer Software Dplot version 2.1.4.9 Used (Code/Version) 2 Software Supplier HydeSoft Computing, LLC 3 Software Update Review Fl Error notices; describe:

Z Other; describe: Not available 4 Nuclear Safety Related Z NO Software El YES Hardware identification # used for execution:

Non-QA 5 Input Listing(s) El Input listing(s) attached:

[ Not attached; identify File/Disc ID: N/A (See discussion in Section 3.1) 6 Output Data El Output results attached:

[ Not attached; identify File/Disc ID: N/A.

(See discussion in Section 3.1) 7 Output Identifier(s)* N/A (See discussion in Section 3.1)

• e.g., run date/time; use for reference, as appropriate, within body of calculation 8 Comments COMMERCIALLY AVAILABLE SOFTWARE - Not Verified/Validated in accordance with the ABS Consulting Nuclear Quality Assurance manual (NQAM) and Procedure RCD-NQP-00-P03 (Ref. 10 and 11 respectively). Refer to discussion in Section 3.1 for use of results generated by this software.

9 Keywords** Not Applicable.

• • For use in describing software features used in this calculation; use common terms based on software user manual.

Consulting Rev 1 Sheet No. 6 Job No. 1886592. Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 RECORD OF REVISION Revision Description of Change Reason For Change 0 Original Issue N/A To address Client's 1 Total revision of entire calculation. o mments comments.

S Consulting tiA Rev 1 Sheet No. 7 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj. Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08, Table of Contents C o v e r S he e t ............................................................ ............................ 1 C om puter Softw are Use ................................................................................. . 2 R ecord of R evision ....................................... ........................................... . . 8 T a ble of C o nte nts ..................................................................................... .. 9 C alculation S um m ary P age ................................................................................. 10 1.0 Introduction 9 2.0 Inputs and Assumptions 10 3.0 Methodology 11 3.1 Overall Time History Generation Approach ............................ 11 3.2 Criteria for the Generation of Artificial TH's ................................. 14 4.0 Calculation Details 16 4.1 Modification of Target Spectra................................................... 16 4.2 Description of Seed Earthquake Records .................................... 20 4.3 Generation of Required Time Histories ............. ........................... 20 4.4 Check of Acceptance Criteria ........................................................ 21 5.0 Analysis of Results 29 6.0 References 31 ATTACHMENTS Attachment Description No of Sheets A Log of Computer Software Runs 7 B Design Input Data 14 C Plots of Generated Time Histories & Response Spectra and 50 Tabulation of Generated ARS Data D Plots of Seed Time Histories 16 E NQP-02 Review Guidelines 1 The Input and Output computer files are on attached CD.

V ABSConsulting Rev 1 Sheet No. 8 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Calculation Summary Page Calculation Objective The purpose of this calculation is to develop artificial acceleration time histories representing the response of the Kewaunee auxiliary building at the base of the fuel cask bridge crane rails.

Since these time histories are to be used as input for a non-linear time history analysis of the crane system, a set of five time histories are developed with each set consisting of two horizontal and one vertical time histories.

Conclusions The required fifteen time histories are developed and evaluated in this calculation to show that they meet the requirements specified in the Standard Review Plan section 7.3.1 [5] which is used as a guide for the development effort.

Assumptions Assumptions, where utilized, are justified within the text and body of this calculation. No assumptions require verification to validate the conclusions and results of this calculation.

Refer to Section 2.0 for more detailed listing of input and assumptions considered in the calculation.

Design Input Documents Refer to Sections 2 and 6 for a complete listing of design inputs and references used in this calculation. Refer to Attachment B for a copy of ACECO's Design Information Transmittal to ABS Consulting that provides the target spectra data.

SConsulting Rev 1 Sheet No. 9 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Introduction American Crane and Equipment Corporation (ACECO) is to perform a non-linear time history analysis, as part of the seismic qualification, of the 125/15 Ton Single Failure Proof Fuel Cask Bridge crane located in the auxiliary building of the Kewaunee Power Station. The seismic input to be used for the analysis was defined by Dominion as the 2% damped acceleration response spectra (ARS) at the base of the crane rails [1]3.

These curves, consisting of two horizontal (NS and EW) and one vertical, incorporate the amplification and filtering effect of the site Design Basis Earthquake (DBE) through the supporting structure(s). However, since the crane analysis is to consist of a non-linear time history analysis, the input to the analysis needs to be in the form of acceleration time histories. Thus, this calculation develops the required acceleration time histories such that their 2% damped ARS curves match the design target ARS curves provided by Dominion in [1].

The methodology and acceptance criteria used in the development of the time histories are described in Section 3 and are based on the requirements of the U.S. Nuclear Regulatory Commission (NRC) Standard Review Plan (SRP) Section 3.7.1 [5] which is used as a guide for this effort.

3 Numbers identified in brackets [] refer to the associated reference number listed in Section 6.

ABSC Consulting Rev 1 Sheet No. 10 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 2 Inputs and Assumptions

1. Some calculations herein are done using the commercially available Microsoft Excel and Mathcad computer software. The significant numbers of digits shown in the results are rounded off values. Values calculated by these software are independently verified and specifically described in this calculation.

2. The target ARS curves for the motion defined at the crane rails are obtained from [1]

and modified as described in Section 4.1.

3. This calculation develops five sets of acceleration time histories, with a duration of 20 seconds for each time history, to be used for the non-linear seismic analysis of the subject crane. The required number of sets and the duration of each time history have been deemed acceptable for the non-linear analysis and no further justification is provided herein.

4. The acceleration response spectra calculated from the determined time histories are compared to the provided/modified response spectra using a damping value of 2%.

This damping value has been deemed acceptable and no further justification is provided herein.

5. The fifteen selected earthquake record seeds used in this calculation were obtained from the UC Berkeley (public) web site at this address:

http://peer.berkeley.edu/smcat

SABSCCv onsulng Rv I Sheet No. 11 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 3 Methodology 3.1 Overall Time History Generation Approach The overall approach and acceptance criteria used to generate the needed acceleration time histories follows the basic requirements described in the U.S. NRC SRP Section 3.7.1 [5]. Note that this Section of the SRP discusses mostly the development of design ground motion time histories for the seismic analysis of the structures. Thus, it is used herein as a guide with the understanding that some of the guidelines may not be directly applicable for the time history generation at hand where the target motion has already been amplified and filtered by the dynamic characteristics of the supporting auxiliary building.

Since the crane analysis will be a non-linear time history analysis, five sets of time histories, each containing three directional components, are developed here in.

Each of the fifteen generated acceleration time histories uses a real earthquake record as a starting seed. The seed earthquake records chosen for this task are identified below in Section 4.2. The development of the needed acceleration time histories and iterations used on the seed records are based on a state-of-the-art improved method of matching response spectra using wavelets described in [7]. This methodology is programmed into a computer software named RspMatch2005. This software has not been Verified and Validated (V&V) in accordance with the requirements of the ABS Consulting Nuclear Quality Assurance Manual (NQAM) [10] and QA Procedure RCD-NQP-00-P03 [11]. As such this software is considered a commercially available non V&V software. However, the final time history records developed with this software are verified to meet all the criteria requirements, described in Section 3.2, using in-house ABS Consulting QA software (using RSPEC 4 and RSPLT) and publicly available standard packages such as Excel where the algorithms and equations are explicitly displayed and verified by the checker.

The commercially available plotting software DPLOT is also used for displaying some of the data in this calculation. This software package has not been Verified and Validated in accordance with the requirements of [10] and [11]. As such, the time history data 4 Note that only the acceleration response spectrum calculation option in RSPEC has been QA verified in [2].

Therefore, the displacement response spectra calculated using RSPEC is thus identified For Information Only in Attachment C.

V ABS Consulting Rev 1 Sheet No. 12 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 displayed with this software is provided For Information Only. These plots, contained in Attachment C, are so marked (For Information Only), and thus specific V&V of the DPLOT software is not required. However, when comparing the calculated spectra of the developed time histories to the target spectra, the in-house ABS Consulting software package RSPLT is utilized. This software package has been V&V in accordance with the ABS NQAM [10] and ABS RCD-NQP-00-P03 procedure for software [11]. The overall analysis approach is depicted in the Figure 3.1 flowchart.

Thus, based on the above discussion, none of the input or output files from RspMatch2005 or Dplot are identified or listed in this calculation.

%*I"ke>

• XADS Consulting Rev 1 Sheet No. 13 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 3.1: Calculation Methodology Flowchart

SABS Consulting Rev 1 Sheet No. 14 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 3.2 Criteria for the Generation of Artificial TH's As discussed above, the SRP 3.7.1 [5] is used as a guide for the acceptance criteria of the generated artificial time histories. Since multiple sets of time histories are being generated, the requirements of "Option 2," on page 3.7.1-12 of [5] are used. Thus based on the SRP requirements, the following are the criteria needed to be met for each of the five sets of time histories:

1. For each of the five sets, each of the three directional acceleration time histories must be shown to be statistically independent from the others. Statistical independence between two time histories is shown when the absolute value of their correlation coefficient does not exceed 0:16.

2. Each set of three directional time histories shall be selected from real recorded historical earthquake time histories (NS, EW & vertical). The amplitude of these records may be scaled but the phasing of Fourier components must be maintained. Each time history should be defined at intervals of 0.01 sec, with a minimum of 6 seconds of strong motion and a total duration of at least 20 seconds. A target objective of 6 to 10 seconds of strong motion duration with at least 11 seconds of vibratory duration followed by trailing zeros will be used for this criterion.

3. Spectral accelerations at 2% damping shall be computed at a minimum of 100 frequency points per decade, uniformly spaced over the log frequency scale from 0.1Hz to 40Hz (i.e. a total of 240 frequency points). Comparison of the calculated absolute acceleration response spectrum to the target spectrum shall be performed at each computed frequency point. Note that the range~up to 40 Hz is used since the target spectra are provided up to 40 Hz and the response past this frequency is of little interest in seismic analysis.

4. The absolute acceleration response spectrum for each individual time history need not envelop the associated target response spectrum, However, the set of five time histories (for each direction) is acceptable if the average calculated response spectrum generated from these time histories meets the two enveloping criteria defined below.

5. The following two enveloping criteria shall be met:

" The computed average 2% damped acceleration response spectrum shall not fall more than 10% below the corresponding target spectrum at any one frequency. To prevent spectral values in large frequency windows from falling below the target spectrum, the frequency window for the comparison is not larger than +10% centered on the frequency point of interest. This corresponds to spectral values at no more than 9 adjacent frequency points defined in 3 above from falling below the target response spectrum.

• The computed average 2% damped acceleration response spectrum shall not exceed the target response spectrum by more than 30% (a factor of

4ABSConsulting Rev 1 Sheet No. 15 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 1.3) at any frequency in the frequency range of interest. If this level is exceeded at any frequency range, the power spectrum density of the acceleration time history needs to be computed and shown to not have significant gaps in energy at any frequency over this frequency range.

6. Each acceleration time history developed shall be baseline corrected and the corresponding integrated velocity and displacement time histories shall be plotted.

7. For each acceleration time history developed, the associated 2% damped displacement response spectra shall also be calculated and plotted.

SABS Consulting Rev 1 Sheet No. 16 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 4 Calculation Details 4.1 Modification of Target Spectra The target spectra provided in [1] are quite conservative in the low frequency region below 1 Hz. Furthermore, these curves do not go down to the 0.1 Hz value needed for the anticipated extremely low frequency response of the loaded hook and rope of the crane. Thus, the following corrections are made to each of the three target spectra.

Reduce Conservatism below 1 Hz:

Per Reg. Guide 1.122 [6], peak broadening of floor response spectra is required around the structural frequencies. The broadening effect is generally eliminated in the region of the lower tail of the curve. This is indicated in Figure 1 of the Reg. Guide. The target curves provided in [1] carry the broadening way below 1 Hz.

Thus, to aid in the non-linear analysis in the low frequency range, the target curves are modified such that the unbroadened curves provided in [1] are used below 1 Hz. A smooth transition region between the broadened and unbroadened portions of the curves is also provided such that no abrupt change in the ARS results.

Extrapolate Down to 0.1 Hz: Per Reg Guide 1.60 [8], the ground motion is normally defined with constant displacement from 0.25 Hz to 0.1 Hz for all three directions.

Thus, considering the ARS at the crane rail in this low frequency region to have the same shape as that defined in the Reg Guide, we get the following values at 0.1 Hz:

EW: a = 0.021g at 0.2 Hz as discussed above 6 = a / W2 = 5.14" at 0.2 Hz Therefore, use 6 = 5.14" also at 0.1 Hz and a = 6 W2 = 0.0053g at 0.1 Hz NS: a = 0.047g at 0.25 Hz as discussed above 6 = a / W2 = 7.36" at 0.25 Hz Therefore, use 6 = 7.36" also at 0.1 Hz & 0.2 Hz a = 6 W2 = 0.0075g at 0.1 Hz a = 6 W2 = 0.0301g at 0.2 Hz Vert: a = 0.062g at 0.5 Hz as discussed above Per [8], the amplification of the 2% damped spectral acceleration between 0.25Hz and 0.5Hz is approximately: 0.7g / 0.38g = 1.84, therefore,

VABS Consulting Rev 1 Sheet No.

Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk. Date 5/23/08 a = 0.062g / 1.84 = 0.034g at 0.25Hz 6 = a / w(2 = 5.32" at 0.25 Hz Therefore, use 6 = 5.32" also at 0.1 Hz and a = 6 W2 = 0.0054g at 0.1 Hz Combined Modifications: The total combined modifications, based on the above discussions, result in the 2% damped target spectral acceleration values provided in Table 4.1 for the low frequency range below 1 Hz. The modified target response spectrum curves are compared to the original target curves in Figure 4.1 and Figure 4.2.

Table 4.1: Modified Target Response Spectrum Curves in Low Frequency 2% Damped EW 2% Damped NS 2% Damped Vert Freq (Hz) Accel (g) Freq (Hz) Accel (g) Freq (Hz) Accel (g) 0.10 0.0053 0.10 0.0075 0.10 0.0054 0.20 0.021 0.20 0.030 0.5 0.062 0.40 0.045 0.25 0.047 0.597 0.084 0.60 0.103 0.5 0.166 0.8 0.133 0.80 0.205 0.75 0.39 1.00 0.17 1.02 0.507 0.85 0.883 1.000 1.955 Note that the target spectral acceleration values for frequencies higher than 1 Hz are as provided in Attachment B under the "Broadened" columns of ET-CEM-8-0004 [1].

fABS Consulting Rev 1 Sheet No. 18 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By FElsabee Date 5/20/08 CaIc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 East-West Direction North-South Direction 8.0 0 4 0¸ 0

0

.49

3. o3

1) 4 .0 a

U U 2.0 U 2.0 1.0 CI .1 n .0 i0O 10 10i 102 102

'Frequency (Hz.) Frequency (Hz)

Legend:

Origin11 TargetARS .... __

Modifi6d Target ARS ... ..

Notes:

All curves: 2% Spectral. Damping,

,Acceleration in. g's Figure 4.1: Kewaunee Power Station - Aux Building Crane Rail Elevation Comparison of Original and Modified Target Spectra East/West and North/South Directions

Y DABS Consulting Rev 1 Sheet No. 19 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By FElsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0

a) .4 ii U

I

/ K

/ ~1 I'L'

• 0~ iC 1 .jL 1C Frequency (-Hz)

Legend:. Notes:

Original Target ARS All curves:- 2% Spectral Damping Modified Target ARS Acceleration in g's Figure 4.2: Kewaunee-Power Station - Aux Building Crane Rail Elevation Comparison of Original and Modified Target Spectra Vertical Direction

ng Rev 1 Sheet No. 20 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 4.2 Description of Seed Earthquake Records The development of the needed acceleration time histories starts with the selection of appropriate seed earthquake records. The seed records have been selected from available recorded real earthquake ground motion acceleration time histories obtained from the US Geological Survey database located at the UC Berkeley PEER center website (http:Hlpeer.berkeley.edu/smcat). The criteria used for selecting the seed records are based on the earthquake characteristics (i.e. high magnitude Mw), the duration requirements described in Section 3.2, and the needed low and high frequency content characteristics of the earthquake. After several iteration trials, the five sets of earthquake signals identified in Table 4.2 were selected, with each set containing three directional components. Note that to accommodate the needed frequency contents and the statistical independence requirement of each of the three directions, the directional components within each set of the seed records need not be from the same measured earthquake recording station. The earthquakes from which the seed records were selected are also described in Table 4.2 while the composition of the five sets of time histories used for this project is provided in Table 4.3. The seed record time histories are plotted in Attachment D.

Table 4.2: Description of Selected Earthquake Seed Records Earthquake Description Recording Station Record ID EQ Site Closest Name Mag. Location Date Name Condition Distance N-S E-W Vert (Mw) (USGS) (iKm)

Kobe 6.9 Japan 1/16/95 Kakogawa D 26.4 -- KAKOOO --

Duzce 7.1 Turkey 11/12/99 Sakarya B 49.9 .... SKR-UP Santa Barbara B 87.0 -- SBA042 Kern County 7.4 US 7/21/52 Courthouse Taft Lincoln School B 41.0 TAF021 ' TAF-UP Landers 8.3 US 6/29/92 Silent Valley A 51.7 -- -- SIL-UP Borrego 6.8 us 4/9/68 Borrego Mt C 46.0 .... A-ELC-UP Mountain Borrego Mt C 217.4 A-PEL090 -- A-PEL-UP Cape Mendocino 7.1 US 4/25/92 Shelter Cove Airp B 33.8 -- SHLO0O SHL090 Livermore 5.8 US 1/24/80 Sewage C 37.3 A-STP093 HH7 --

ITreatment Plant HCH001 Morgan Hill 6.2 US 4/24/84 Hollister City Hall C 32.5 HCH271 HCH271 4.3 Generation of Required Time Histories The actual earthquake acceleration seed records are first corrected to provide a time step interval of 0.01 second. Each seed record is then systematically modified to match the associated modified target response spectrum using the state-of-the-art improved wavelet method of matching response spectra described in [7]. This process is.

ABS Consulting Rev 1 Sheet No. 21 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee bate 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 implemented using the software RspMatch2005. The resulting acceleration time history is then adjusted through a low pass filter and the end noise in the record is subsequently eliminated. Trailing zeros are finally added, when needed, to achieve a total duration of 20 seconds. This modified record is then base line corrected and the end result is finally plotted in Attachment C. The associated velocity and displacement time histories (calculated using DPLOT) are also provided in Attachment C along with the 2% damped acceleration and displacement response spectra (calculated using RSPEC) for each of the fifteen generated time histories.

4.4 Check of Acceptance Criteria Statistical Independence: The correlation coefficients of the three acceleration components (EW, NS, & vert) from each of the five time history sets are calculated and shown to be statistically independent. The correlation coefficient between two time histories is defined as the ratio of the covariance of the two series over the product of the standard deviations. Thus, the coefficient for two time history data series (xi and yi) is calculated in Excel using the following equation:

Correl Coef= '=] Where x and y are the sample means of the series.

For series with large number of data points, the above equation is identical to the covariance of the two series divided by the product of the standard deviation of each.

The calculated correlation coefficient for the three directions associated with each of the five time history sets are provided in Table 4.3.. As can be seen, the absolute value of all correlation coefficients is less than 0.16 and thus all three (3) signals in each of the five (5) data sets are considered statistically independent per the criteria of Section 3.2.

Time Durations: Each of the fifteen acceleration time histories had been initially reviewed for the total duration and the various time requirements of each signal. As can be seen from Table 4.3 and the figures in Attachment C, all time histories meet the total duration requirement of at least 20 seconds. The rise time, decay time and steady state are visually verified by reviewing the time histories of Attachment C.

The strong motion duration is defined in the SRP [5] as the duration where the Arias Intensity rises from 5% to 75%. The Arias Intensity is proportional to the cumulative sum of the square of the acceleration value at each time step. This duration, denoted as T5 -7 5 , is provided in Table 4.3. The duration associated with an alternate calculation, based on the rise time from 5% to 95% is also provided in the table. This is further discussed in Section 5.

VABS Consulting Rev 1 Sheet No. 22 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Comparison of Response Spectra: The 2% damped acceleration response spectra (ARS) curves are calculated using RSPEC. The spectra are calculated at 240 frequencies using a uniform logarithmic increment between 0.1 Hz and 40 Hz. These curves are plotted using RSPLT and provided in Attachment C.

The average of the five ARS curves, in each of the three directions, is then calculated.

The resulting three curves, in each of the three directions, are plotted using RSPLT and compared to each of the associated modified target acceleration spectrum described in Section 4.1. The resulting comparison curves are provided in Figure 4.3, Figure 4.4 and Figure 4.5. Data used in generating these averaged ARS are tabulated in Attachment C. The target spectra data are obtained from ACECO's DIT included in Attachment B.

A visual comparison of the curves shows that in each case, the generated acceleration response spectra (ARS) generally follow the target ARS. A more detailed comparison of the curves in the peak region is provided in Figure 4.6, Figure 4.7 and Figure 4.8 for the EW, NS and Vertical directions, respectively. Note that all of the generated ARS points are within +30%/-10% of the target ARS values and no more than 9 consecutive points of the generated ARS fall below the target ARS.

Table 4.3: Composition of the Five Artificial TH Data Sets and Associated Record Properties Seed Record Final Record Final Record Calculated Correlation AtHfca Target Artificial Seed Strong ron Motion Fin Vibratory rtory Strong Motion Duration Coefficient TH Direction Record Duration T5 75- T5. 95 Set # TS75 (sec) (sec) (sec Direction Value (sec)

E/W KAKOOO 8.2 15 7.19 9.57 EM & N/S 0.035 1 N/S HCH001 13.2 20 6.53 12.34 EW & Vert 0.151 Vert A-ELC-UP 13.8 14 7.81 10.21 N/S & Vert 0.038 EMN SBA042 12.4 18 10.03 14.46 E/W & N/S 0.040 2 N/S HCH271 11.1 18 7.04 9.62 E/W & Vert 0.041 Vert TAF-UP 14.1 16 7.47 11.33 N/S & Vert 0.078 EAW SHLOOO 13.6 16 10.34 11.03 EN & N/S 0.065 3 N/S TAF021 10.7 14 6.28 9.68 E/W & Vert 0.128 Vert SKR-UP 17.4 17 7.19 8.89 N/S & Vert 0.045 E/W HCH271 11.1 16 10.05 11.52 EN & N/S -0.007 4 N/S A-STP093 14.6 18 7.15 11.23 E/W & Vert -0.100 Vert SIL-UP 19.7 17 7.89 12.04 N/S & Vert 0.003 EMV SHLO90 14.8 15 7.90 9.37 EAN& N/S -0.034 5 N/S A-PEL090 17.5 14 6.00 7.99 E/N & Vert 0.031 Vert A-PEL-UP 30.6' 17 6.00 8.31 N/S & Vert 0.050 Note: 1. The original v

seed record had a total duration of 50 secs.

I.

DABS Consulting Rev 1 Sheet No. 23 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 4.3: Comparison of the Average Calculated 2% Damped Response Spectra to the Modified Target Spectrum - EW Direction Ii 2 'I-Frequency (Hz;)

Legen~d'. Note z Modif il~d Target ARS All curves. 2% Spectral Daxsping AvPerage Five Seeds Acceleration in g' s

VABS Consulting Rev 1 Sheet No. 24 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 4.4: Comparison of the Average Calculated 2% Damped Response Spectra to the Modified Target Spectrum - NS Direction 6- ";

0 04 4)

U U

11 C,

Frequency (Hz)

Legend: Notes:

Modified Target ARS All curves: 2% Spectral Damping Average Five Seeds Acceleration in g's

VABS Consulting Rev 1 Sheet No. 25 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 4.5: Comparison of the Average Calculated 2% Damped Response Spectra to the Modified Target Spectrum - Vertical Direction

• u a

-d (U

0)

'-4 8;

0) ci

(-4 1,0 ;I Frequency (Hz)

Legend: Notes:

Modified Target ARS All curves: 2% Spectral Damping 1!

Average Five Seeds Acceleration in g's

iWASConsulting Rev 1 Sheet No. 26 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 4.6:

Kewaunee Power"Station- Aux Bldg CraneRail Elevationr.

• Cdompearison ofAchieved Average ARS and Broadened TargeqtSpectra 2% Damping.- EastWest Direction (Forl information Oniy)

-e4;c9 Broadened Target Spectrum 4 .*---*- Average Achieved Spectrum,

'4.6, 4.,,

4.2

4

,.3.6+ ,4I __ __

3.

12 3.. 4.

Frequency (Hz),

4ABS Consulting Rev 1 Sheet No. 27 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 4.7:

Kewaunee Power Station -Aux Bldg CIrane Rail EleVation.

Comparison of.Achieved Average ARS and.Broadened Tar get Spectra 2% Damping - North/SoUth Direction (For Information Only)

.8::7",.."

-.. -- O- Broadened TargetSpectrum:

.-AverageAchieved*Speatrum 16.4 8.1

. 7.5 .

J6.9 f 6.6 .

6.3 0.7 0.8 0.9 1 2 Frequency (Hz)

DABSCIionsuling Rev 1 Sheet No. 28 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Figure 4.8:

Kewaunee Power Station -Aux Bldg Crane Rail Elevation Comparison of AchievedAvera-ge ARS and Broadened Target Spectra 2% Damping Vertical Direction.

(For Information Only) 0.60/25.

- 0-3.Broadened':Target' Spectrum 4------- Average Achieved Spectrum

'C 0.

0.:65 i _ _

.o0625 I 2  ::3 4 5 Fr equency (Hz)

VABS Consulting Rev 1 Sheet No. 29 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 5 Analysis of Results The five sets of acceleration time histories, needed for the non-linear analysis of the 125/15 Ton Single Failure Proof Fuel Cask Bridge crane located in the auxiliary building of the Kewaunee Power Station, are provided in the attached Cb and plotted in Attachment C. The three-direction acceleration time histories, in each, of the five sets, have been shown in Table 4.3 to be statistically independent with the absolute value of all correlation coefficients below 0.16.

The various duration requirements associated with each signal were reviewed and evaluated. As can be seen from the time histories in Attachment C, all acceleration time histories meet the minimum duration requirement of 20 seconds with at least 11 seconds of vibratory motion. The requirement of at least 6 seconds of strong motion duration is shown to have been met as indicated by the T5-75 parameter tabulated- in Table 4.3.

Furthermore, since numerous other alternatives have been suggested for the definition of the strong motion duration, one alternate definition is the time required for the Arias Intensity to rise from 5% to 95% [9], designated by T5-95. Based on this alternate definition, the developed signals have at least 7.99 seconds of strong motion duration.

The average of the 2% damped AIRS curves is compared to the target spectra in Figure 4.3 to Figure 4.8 for each of the three directions. The AIRS curves are calculated using 240 frequencies uniformly spaced on a logarithmic scale between 0.1 Hz and 40 Hz. An analysis of these comparisons concludes the following:

1. None of the calculated average spectral values fall more than 10% below the target response spectra.

2. No more than 9 consecutive points are found in any one curve where the calculated average spectral value falls below the target value per the requirement of Section 3.2.

3. None of the calculated average spectral values, at the peak of the curves, exceed the target curve by more than 30%.

4. At a few locations, the calculated average spectral values exceed the target value by as much as 40% on the right side of the peak. Even though the maximum value of 30% specified in [5] is slightly exceeded at a few locations, it can be seen from the curves provided that the processed acceleration signals are adequate and contain enough energy in the frequency region of interest such that there is no need to calculate the Power Spectral Density curves for these signals.

iABS Consulting Rev .1 Sheet No. 30 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Based on the above evaluations, it is concluded that the fifteen acceleration time histories provided in Attachment C meet the intent of the SRP [5] requirements and are considered adequate for the non-linear analysis of the Kewaunee Auxiliary Building Fuel Cask Bridge Crane.

VABSConsulting Rev 1 Sheet No. 31 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/20/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 6 References

1. Dominion Engineering Transmittal, "Seismic Amplified Response Spectra for the Analysis of Aux Building Crane," ET-CEM-08-0004, Rev. 0. (see Attachment B).

2. RSPEC, ABS Consulting Quality Assurance Documentation, Document AA-QA-002, DOC-001 & MAN-001, Program Verification and User's Manual for Version 1.2P, December 8, 1993.

3. RSPLT, ABS Consulting Quality Assurance Documentation, Document AA-QA-014, DOC-002 & MAN-002, Program Verification and User's Manual for Version 1.6P, April 9,1997.

4. ABS Consulting Calculation 1817851-C-002, "Validation of SASSI and Related Software on Specific Computers," Rev. 0.

5. U.S. Nuclear Regulatory Commission, Standard Review Plan, NUREG-0800, Section 3.7.1, "Seismic Design Parameters," Rev. 3 - March 2007.

6. U.S. Nuclear Regulatory Commission, Regulatory Guide 1.122, "Development of Floor Design Response Spectra for Seismic Design of Floor-Supported Equipment or Components," Rev. 1, February 1978.

7. Hancock, J., et al. [2006] "An Improved Method of Matching Response Spectra of Recorded Earthquake Ground Motion Using Wavelets," Journal of Earthquake Engineering,Vol. 10, Special Issue 1, 67-89.

8. U.S. Nuclear Regulatory Commission, Regulatory Guide 1.60, "Design Response Spectra For Seismic Design of Nuclear Power Plants," Rev. 1, December 1973.

9. Dorby, R., Idriss, I.M., and Ng, E., "Duration Characteristics of Horizontal Components of Strong-Motion Earthquake Records," Bulletin of the Seismological Society of America, October 1978, v.68, no.5, p.1487-1520.

10.ABS Consulting Nuclear Quality Assurance Manual (NQAM), Revision 7. Dated Dec.

8 th, 2004.

11 .ABS Consulting "NQA Procedure for Software Verification and Control" RCD-NQP P03, Revision 2. Dated January 3 1st, 2007.

Consulting Attachment A VAOR Rev 1 Sheet No. Al Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 ATTACHMENT A Log of Computer Software Runs This attachment contains a log of the QA computer runs executed for this calculation.

Associated input and output files are located on the attached CD, in the directories and subdirectories identified in the following tables.

VA3S Consulting Attachment A Rev 1 Sheet No. A2 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Target ARS Directory r-I _ fl - l..I--

'gmrivioauie Input File Output File Name Name I Date/Time Name Date/Time RSPLTH.LOG 4/14/08 10:47AM RSPLT TARGET H.PS 4/14/08 10:47AM RPT 4/RSPLTV.LOG 4/14/08 10:57AM TARGET V.PS 4/14/08 10:57AM Artificial Records Directory Data Set 1 subdirectory Subdirectory Pgm/Module Input File Out ut File Name Name Name Date/Time Name Date/Time ACC1EW.LOG 5/20/08 2:54PM rspeca.in 5/20/08 2:49PM ACEWARS 5/20/08 2:54PM RSPEC ACCEW.ARS 5/20/08 2:54PM RSPn 5/22/08 8:24AM DIS1EW.LOG 5/22/08 8:24AM EW DIS1EW.ARS 5/22/08 8:24AM rsplta.in 5/20/08 1:56PM RSPLTA.LOG CMPEPS 5/20/08 52/836M 3:56PM RSPLT COMP -EW.PS 5/20/08 3:56PM R T 528RSPLTD.LOG 5/22/08 8:24AM DISP EW.PS 5/22/08 8:24AM ACC1NS.LOG 5/23/08 12:16PM rspeca.in 5/23/08 12:14PM ACNSARS 5/23/08 12:16PM RSPEC ADC1NSARS 5/23/08 12:16PM rspecd.in 5/23/08 12:15PM DIS1NS.LOG 5/23/08 12:25PM NS DIS1NS.ARS 5/23/08 12:25PM RSPLTA.LOG 5/23/08 12:17PM rsplta.in 5/20/08 1:56PM COMP NS.PS 5/23/08 12:17PM RSPLT RSPLTD.LOG 5/23/08 12:26PM rspltd.in 5/22/08 9:43AM DSPLNS.PS 5/23/08 12:26PM DISP NS.PS 5/23/08 12:26PM ACCIUP.LOG 5/20/08 2:54PM rspeca.in 5/20/08 2:50PM ACUPARS 5/20/08 2:54PM RSPEC ACCUP.ARS 5/20/08 2:54PM PC 5/ 9DIS1UP.LOG 5/22/08 10:02AM Vertical DIS1UPARS 5/22/08 10:02AM rsplta.in 5/20/08 1:55PM RSPLTA.LOG CMPVR 5/20/08 -3:57PM 52/837M RSLTCOMP RSPLTD.VER LOG 5/22/08 3:57PM 5/20/08 ,10:03AM RSPLT rspltd.in 5/22/08 10:02AM DSPLUP.PS 5/22/08 10:03AM DISPUP.PS 5/22/08 10:03AM

TABS Consulting Attachment A Rev 1 Sheet No. A3 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Artificial Records Directory Data Set 2 subdirectorv Subdirectory Pgm/Module Input File Out )ut File Name Name Name Date/Time Name Date/Time ACC2EW.LOG 5/20/08 2:55PM RSPEC ACC2EW.ARS 5/20/08 2:55PM RSPC 5DIS2EW.LOG 5/22/08 10:21AM EWrspecd.in 5/22/08 102AM DIS2EW.ARS 5/22/08 10:21AM RSPLTA.LOG 5/20/08 3:58PM RSPLT COMP EW.PS 5/20/08 3:58PM RSPT 5RSPLTD.LOG 5/22/08 10:21AM DISP EW.PS 5/22/08 10:21AM ACC2NS.LOG 5/20/08 2:55PM RSPEC ACC2NS.ARS 5/20/08 2:55PM RSPC 5DIS2NS.LOG 5/22/08 10:29AM NS DIS2NS.ARS 5/22/08 10:29AM RSPLTA.LOG 5/20/08 3:58PM rsplta.in 5/20/08 1:57PM COMP NS.PS 5/20/08 3:58PM RSPLTD.LOG 5/22/08 10:30AM RSPLT rspltd.in 5/22/08 10:29AM DSPLNS.PS 5/22/08 10:30AM DISP NS.PS 5/22/08 10:30AM ACC2UJP.LOG 5/20/08 3:52P, M rspeca.in 5/20/08 2:44PM ACC2UP.ARS 5/20/08 3:52PM RSPEC ACC2UP.ARS 5/20/08 3:52PM RSPC 5DIS2UP.LOG 5/22/08 10:38AM Vertical DIS2UP.ARS 5/22/08 10:38AM rsplta.in 5/20/08 1:58PM RSPLTA.LOG CMPVR 5/20/08 3:59PM 52/839M RSPLT IICOMP VER 5/20/08 3:59PM RSPT 5RSPLTD.LOG 5/22/08 10:39AM DISP UP.PS 5/22/08 10:39AM

TConsltingh Attachment A Rev 1 Sheet No. A4 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Artificial Records Directory Data Set 3 subdirectory Subdirectory Pgm/Module Input File Outout File Name Name Name Date/Time Name Date/Time ACC3EW.LOG 5/20/08 3:09PM rspeca.in 5/20/08 2:51PM309PM RSPEC DIC3EW.LRS 5/22/08 10:53M rspecd.in 5/22/08 10:52AM DIS3EW.LOG 5/22/08 10:53AM EW DIS3EW.ARS 5/22/08 10:53AM rsplta.in 5/20/08 1:59PM RSPLTA.LOG 5/20/08 4:08PM RSPLT COMP EW.PS 5/20/08. 4:08PM T 5280RSPLTD.LOG 5/22/08 10:53AM DISP EW.PS 5/22/08 10:53AM ACC3NS.LOG 5/20/08 3:10PM RSPEC ACC3NS.ARS 5/20/08 3:10PM RSECDIS3NS.LOG 5/22/08 1.1:03AM DIS3NS.ARS 5/22/08 11:03A NS rspecd.in 5/22/08 11:02AM DIS3NS.ARS 5/22/08 11:03AM RSPLTA.LOG 5/20/08 4:09PM rslT 5 2COMP NS.PS 5/20/08 4:09PM RSPLT. RSPLTD.LOG 5/22/08 11:08AM rspltd.in 5/22/08 11:08AM DS SP /20 10A DISPANS.PS 5/22/08 11:08AM rspeca.in 5/20/08 2:51PM ACC3UP.LOG 5/20/08 3:10PM RSPEC ACC3UP.ARS 5/20/08 3:10PM S5281A DIS3UP.LOG 5/22/08 11:13AM Vertical DIS3UP.ARS 5/22/08 11:13AM rsplta.in 5/20/08 2:01PM RSPLTA.LOG CMPVR 5/20/08 52/841M 4:10PM RSPLT COMP VER 5/20/08 4:10PM ST t//RSPLTD.LOG 5/22/08 11:14AM rspltd.in 5/22/08 11:13AMUPPS 5/22/08 11:14A

S DS onslti Attachment A Rev 1 Sheet No. A5 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 CaIc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Artificial Records Directory Data Set 4 subdirector Subdirectory Pgm/Module Input File Output File Name Name Name Date/Time Name Date/Time rspeca.in 5/20/08 2:51PM ACC4EW.LOG 5/20/08 RSPEC ACC4EW.ARS 5/20/08 3:10PM 3:10PM RSPECDIS4EW. LOG 5/22/08 11 20AM rspecd.in 5/22/08 11:19AM DIS4EW.ARS 5/22/08 5/20/08 11:20AM 4:11PM RSPLTA.LOG rsplta.in 5/20/08 2:02PM COPLEW.PS 5/20/08 4:11PM RSPLT COMP EW.PS 5/20/08 4:11 PM S528 19 RSPLTD.LOG 5/22/08 11:20AM rspltd.in 5/22/08 11:19AM DS WP /20 12A DISP EW.PS 5/22/08 11:20AM rspeca.in 5/23/08 12:46PM ACC4NS.LOG 5/23/08 12:47PM RSPEC ACC4NS.ARS 5/23/08 12:47PM rspecd.in 5/23/08 12:46PM DIS4NS.AR 5/23/08 12:47PM NIS DIS4NS.ARS 5/23/08 12:47PM RSPLTA.LOG 5/23/08 12:48PM RSPLT COMP NS.PS 5/23/08 12:48PM P 5/ 1 A RSPLTD.LOG 5/23/08 12:48PM rspltd.in 5/22/08 11:25AM DS SP /30 24P DISP NS.PS 5/23/08 12:48PM rspeca.in 5/20/08 2:52PM ACC4UP.LOG 5/20/08 3:11PM RSPEC ACC4UP.ARS 5/20/08 3:11PM V lrspecd.in 5/22/08 11:30AM DIS4UP.LOG 5/22/08 11:37AM Vertical DIS4UP.ARS 5/22/08 11:37AM rsplta.in 5/22/08 11:32AM RSPLTA.LOG CM E 5/22/08

/20 11:32AM i3A RSPLT RSLTCOMP VER RSPLTD.LOG 5/22/08 5/22/08 11:32AM 11:37AM rspltd.in 5/22/08 11:31AM DSPLUP.PS 5/22/08 11:37AM DISPUP.PS 5/22/08 11:37AM

DABS~onsulting Attachment A Rev 1 Sheet No. A6 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 CaIc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Artificial Records Directory Data Set 5 subdirecto__

Subdirectory Pgm/Module Input File Output File Name Name Name Date/Time Name Date/Time RSPEC rspeca.in 5/20/08 252PM ACC5EW.LOG ACC5EW.ARS 5/20/08 3:12PM 5/20/08 3:12PM RSECDIS5EW.LOG 5/22/08 11:45AM rspecd.in 5/22/08 11:43AM DIS5EW.ARS 5/22/08 11:45AM RSPLTA.LOG 5/20/08 4:14PM rsplta.in 5/20/08 2:06PM COPLEW.PS 5/20/08 4:14PM RSPLT COMP EW.PS 5/20/08 4:14PM PLT 52/8RSPLTD.LOG 5/22/08 11:45AM DISP EW.PS 5/22/08 11:45AM rspeca.in 5/20/08 2:52PM ACC5NS.LOG AC5SAS 5/20/08

/20831P 3:12PM RSPEC ACC5NS.ARS 5/20/08 3:12PM rspecd.in 5/22/08 11:49AM DIS5NS.AOG 5/22/08 11:51AM INS DIS5NS.ARS 5/22/08 11:51AM rsplta.in 5/20/08 2:07PM RSPLTA.LOG 5/20/08 4:15PM RSPLT COMP NS.PS 5/20/08 4:15PM RSPLT rspltd.in 5RSPLTD.LOG 5/22/08 11:51AM DIPN.S 5/22/08 11:51AM 52/811A DISPr NS.PS 5/22/08 11:51AM rspecalin 5/20/08 2:52PM ACC5UP.LOG ACU.R 5/20/08

/00 3:12PM 1P RSECACC5UP.ARS 5/20/08 3:12PM RSPEC DIS5UPLOG 5/22/08 11:57AM Vertical DIS5UPARS 5/22/08 11:57AM rsplta.in 5/20/08 2:08PM RSPLTA.LOG 5/20/08 4:16PM RsPLT COMP VER 5/20/08 4:16PM rsPltd.in, 5/22/08 11:57AM RSPLTD.LOG 5/22/08 11:58AM I DISP UP.PS 5/22/08 11:58AM

°*ABS Con suiting Attachment A Rev 1 Sheet No. A7 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Artificial Records Directory Pgm/Module Input File Output File Name Name Date/Time Name Date/Time RSPLT.LOG 5/23/08 1:18PM COMPEAVE.PS 5/23/08 1:18PM RSPLT rsplt.in 4/29/08 4:08PM COMPNAVEPS 5/23/08 1:18PM COMPNAVE.PS 5/23/08 1:18PM COMPVAVE.PS 5/23/08 1:18PM

Vti Attachment B ABSConsulting Rev 1 Sheet No. B1 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By F.Elsabee Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 ATTACHMENT B Design Input Data ACECO Design Information Transmittal DIT No. DCR-3629-1 1 25-Mar-08 (included on following pages)

ABS Consulting Calc 1886592-C-001 RO QF-0545(t) (FP-.E..MOD-1 1) Rev. 1 Attachment B - Page B-2 of 14 Kewaunee M__dfoa_._onProcess Design Information Transmittal (DIT)

From: David Lohman, Dominion To: Jami Rubendall, ACECO Mod or Tracking Number: DCR 3629 Date: 03/25/08 DIT No: DCR-3629-11 Mod

Title:

Upgrade Auxiliary Building Crane to Single Failure Proof Plant: Kewaunee Common 13 Unit 1 0 Unit 213 Quality Classification:

QA-2 QA-2

SUBJECT:

Design Basis Earthquake Response Spectra Check if applicable:

1] This DIT confirms information previously transmitted orally on __ by 13 This information is preliminary. See explanation below.

SOURCE OF INFORMATION (Source documents should be uniquely identified)

Engineering Transmittal ET-CEM-08-0004 Rev. 0 DESCRIPTION OF INFORMATION (Write the information being transmitted or list each document being transmitted)

DBE Response spectra at the crane rail for use in the non-linear seismic evaluation of the crane DISTRIBUTION (Recipients should receive all attachments unless otherwise indicated. All attachments are uncontrolled unless otherwise indicated)

Electronic Distribution to Jami Rubendall, ACECO PREPARED BY (The Preparer and Approver may be the same person.)

Lori Christensen Nuc Tech Spec III ,Z 3 -. /

Preparer Name Position Signature Date APPROVED BY (The cognizant Engineering Supervisor has release authority. Consult the Design Interface Agreement or local procedures to determine who else has releas'trity.)

Approver Name Position Signature Date A copy of the DIT (along with any attachments not on file) should be sent to the modification file.

Page 1 of 1

ABS Consulting Calc 1886592-C-001 RO Attachment B - Page B-3 of 14 Engineering Transmittal 25Dnminion- ST-N04 Page I. of

1. Transmittal Number: 2. Revision: 3. Station(s) , 4. Unit(s):

ET-CEM-08-0004 0 Z Kewaunee I] Unit 1 [] Unit 2 El ISFSI 5.

Title:

1 6. Quality Classification:

Seismic Amplified Response Spectra for the Analysis of Aux Building Crane SR

7. ET Type 8. Required Actions? 9. SNSOC Approval Req.?

[I Implementing [ Non-Implementing .... I 0Yes H No I L Yes Z No

ý1~~~~~- d 0,-- -e d4w,%

Prepared By I Affiliation: (Print) Sig9,iatyf,/ Date:

Divakar Bhargava / Corporate Engineering Mechanics A 0 Reviewed By I Affiliation: (Print) Signature: Date:

Daniel J. Vasquez / Corporate Engineering Mechanics Programs / Other Reviewer / Affiliation: (Print) Signature.

/', V*i[Lt bate:

O*

N/A Supervisor Approval I Affiliation: (Print) gnature, Date:

John 0. MACCRIMMON / Supervisor - Corporate Civil /

Engineering 32 1/______

Design Control Engineer (DCE) Approval / Site: (Print) ignature: Date:

N/A Project Engineer Approval I Affiliation: (Print) Signature: Date:

N/A Manager Operations Approval / Site: (Print) Signature: Date:

N/A Manager Site Engineering Approval I Site: (Print) Signature: Date:

NIA SNSOC Approval I Site: (Print) Signature: Date:

N/A ii. []Activity Checklist Included as attachment * *[

12.E[] Safety Review included as attachment . * !i.*, [

13. El 50.59172.48 Screen included as attachment*! "!i**[ T:*

14. [] PRC & PRCS included as

Attachment:

E] [

15. El ODS included as

Attachment:

][

[] CDRR is NOT required.

EI requested to initiate CDRR upon receipt of this ET.

/ CDRR will be required at a later date. The affected DCE(s) will be notified following to initiate CDRR.

No. " Description

1. Source Document Email Request (1 pages)

2. Amplified Response Spectra and digitized data for Kewaunee Aux. Bldg Crane rail level (8 pages)

ABS Consulting Calc 1886592-C-001 RO Attachment B - Page B-4 of 14 ET CEM-08-0004, Revision 0 Page 2 of 3

18. Distribution(Originalis transmittedto Records. Copies shall be sent to Primary Recipient and others identifiedbelow.)

Primary Recipient(s): David C. Lohman - Kewaunee Power Station Copy To? Other Recipient I Department or Location Copy To? Other Recipient / Department or Location X Daniel J. Vasquez/ IN3NW System Engineer X Divakar Bhargava / IN3NW X Records Management (Copy)

X Eric W. May I IN3NW Affected CDS Points-of-Contact Site DCE Nuclear Training (Simulator)

Affected organization Program Owhers X John D. MacCrimmon I IN3NW Source Document Email Request from D. Lohman to D. Bhargava / J. MacCrimmon dated 3/12/08, "Crane Seismic Evaluation" (Attachment 1)

Record of Revision Original Issue.

Purpose & Applicability The purpose of this ET is to provide design basis earthquake (DBE) amplified response spectra for the seismic analysis of 125/15 Ton Single Failure Proof Aux Building Crane.

This ET is provided as information only. It is categorized as a non-implementing ET. Any configuration change must be implemented by an approved change process (such as DCP, lEER, implementing ET, procedure change, etc.) that may reference or use the information in this ET, as appropriate.

References

1. Report JAB-PS "Earthquake Analysis of the Reactor-Auxiliary-Turbine Building",

Pioneer Services & Engineering Co./John A. Blume & Associates, Engineers, dated February 16, 1971.

2. Calculation KPS-70155344-SO1, Rev. 1, July 30, 2007, "Development of Response spectra at Aux. Building Crane Rail Level", Prepared by AES.

3. Calculation KPS-70155344-SO1, Rev. 1, Addendum A, March 20, 2008, "Development of Response spectra at Aux. Building Crane Rail Level".

4. Calculation KPS-70155344-SO1, Rev. 1, Addendum B, "Development of Response spectra at Aux. Building Crane Rail Level".

5. Standard Review Plan 3.7.1, Rev. 2 (NUREG 0800)

Design Inputs

1. Amplified response spectra (ARS) for the Kewaunee Auxiliary Building were developed in References 1 and 2.

ABS Consulting Calc 1886592-C-001 RO Attachment B - Page B-5 of 14 ET CEM-08-0004, Revision 0 Page 3 of 3

2. Reference 3, which provides updated shear areas for the stick model of the Aux Building for seismic analysis in the E-W direction.

3. Reference 4, which develops response spectrum at the Crane rail elevation for the E-W direction for the updated shear areas developed in Reference 3. Reference 4 also envelops/peak-broadens spectra in the N-S (from Reference 2) and vertical directions (from Reference 1).

Discussion Design Basis Earthquake (DBE) amplified response spectra curves are provided in Attachment 2 of this ET for each of the three orthogonal directions to support the analysis of the Kewaunee Aux. Building Crane. Digitized data for these curves are also provided. These spectra are at the Crane rail location, elevation 679'-11" and are peak-broadened +-15%. They are at 2%

spectral damping which is considered appropriate for the crane analysis and is consistent with Kewaunee Station's licensing basis. The development of these spectra meets the guidance provided in Reference 5.

The E-W spectrum is obtained from reference 4 which used dynamic time-history analysis (four cases) with an updated model of the Aux. Building obtained from Reference 3. Reference 4 also peak- broadened the vertical response spectrum, which was obtained from reference 1.

Additionally, in the N-S direction, the un-broadened spectrum was obtained from Reference 2 for two cases: crane at mid-span and crane at any location. These two cases were peak-broadened +- 15% in Reference 4 again and were enveloped. The resulting N-S spectrum is provided in Attachment 2. It is noted that the peak broadening may be slightly conservative and may over-predict responses in the low frequency range for some of the orientations. If needed, the users may, at their discretion, refine the response spectrum broadening in the low frequency range provided the guidance of NRC RG 1.122 is met.

Conclusion The peak-broadened ARS curves and digitized data for seismic analysis of the Kewaunee Aux.

Building Crane are transmitted via this ET in Attachment 2.

Precautions and Limitations None.

Recommendations None.

Required Actions None.

ABS Consulting Calc 1886592-C-001 RO Attachment B - Page B-6 of 14 ET CEM-08-0004, Revision 0 Attachment 1, Page 1 of 1 David C Lohman/Generationl4/Dom 03/12/2008 08:21 AM To Divakar Bhargava/Generation/6/Dom@VANCPOWER, John Maccrimmon/Generation/6IDom@VANCPOWER cc bcc Subject Crane Seismic Evaluation History: This message has been replied to.

John and Divakar, the requisition for ACECO to do the seismic analysis has been approved and they are starting work. Are we still on track to provide them the Response Spectra by 3/24? John, the PO will list you as the technical contact for this activity and me the station point of contact

/

ET-CEM-08-0004, Revision 0 Attachment 2 oel f 8 "ItDr KEWAUNEE POWER STATION AUX BUILDING CRANE RAIL ELEVATION EAST-WEST DIRECTION EW-UnBroad-2%-DBE EW DBE 2Avg Broad Max Envelope L

0 o

y I -

0 1 0.1 10 100 Frequency (Hz) 0C EW-UNBROAD-2%-DBE AUX BUILDING - CRANE ELEV- 679-11" EAST-WEST UNBROADENED 2% EQUIPMENT DAMPING KEWAUNEE POWER STATION EWDBE_2AVG BROAD AUX BUILDING - CRANE ELEV 679-11" EAST-WEST BROADENED 2% EQUIPMENT DAMPING KEWAUNEE POWER STATION 0C

ET-CEM-08-0004, Revision 0 Attachment 2 I)Qg, 2 KEWAUNEE POWER STATION AUX BUILDING CRANE RAIL ELEVATION NORTH-SOUTH DIRECTION NS DBE MID BROAD NS DBE OTHER BROAD NS-MID-UnBroad-2%-DB NS-OTHER-UnBroad-2%-

I Max Envelope 0

L 0

0.1 10 100 Frequency (Hz)

NS DBE MID BROAD AUX BUILDING - CRANE ELEV 6791-11" (CRANE AT MID SPAN) NORTH-SOUTH BROADENED 2% EQUIPMENT DAMPING IOC NS DBE OTHER BROAD AUX BUILDING - CRANE ELEV 679'-11" (CRANE AT OTHER LOC) NORTH-SOUTH BROADENED 2% EQUIPMENT DAMPING O~c NS-MID-UNBROAD-2%-DB AUX BUILDING - CRANE ELEV 679'-11" (CRANE AT MID SPAN) NORTH-SOUTH UNBROADENED 2% EQUIPMENT DAMPING NS-OTHER-UNBROAD-2%- AUX BUILDING - CRANE ELEV 679'-11" (CRANE AT OTHER LOC) NORTH-SOUTH UNBROADENED 2% EQUIPMENT DAMPING PC

ET-CEM-08-0004, Revision 0 Attachment 2 ii)"j-C4ppý 3;of 9 KEWAUNEE POWER STATION AUX BUILDING CRANE RAIL ELEVATION VERTICAL DIRECTION 0.8--

VERT-UnBroad-2%-DBE vert 2% DBE Broaden 0.6-Max Envelope Co o6 0.4-0.24 C-:

E 0

0.0 I

100 0.1 1 10 o

Frequency (Hz)

VERT-UNBROAD-2%-DBE AUX BUILDING - CRANE ELEV 679-11" VERTICAL UNBROADENED 2% EQUIPMENT DAMPING KEWAUNEE POWER STATION

'CC VERT_2%_DBEBROADEN AUX BUILDING - CRANE ELEV 679-11" VERTICAL BROADENED 2% EQUIPMENT DAMPING KEWAUNEE POWER STATION t-j (DC

ET-CEM-08-0004, Revision 0 Attachment 2 P2 4 (fN Structure: KPS Aux Building - Crane Elevation 679'-11" EQ Type: Design Basis Earthquake Damping: 2*%EquipmentDamping Direction: t :p;i i : . . : .iý . V e rtical::,.. : ...

BROi

ý,ADENED ..,:BkOADENE.D

,Fre (14 -Acceljv Freq:(Hz) iAdcel:(9) 0.250 0.076 0.500 0.082 0.500 0.256 0.506 0.084 0.750 0.669 0.513 0.085 1.000 1.955 0.519 0.087 1.250 7.114 0.526 0.089 1.275 7.694 0.533 0,090 1.725 7.694 0.541 0.093 02500 0::ý06 2.000 7.114 0.556 0.094 2.190 4.800 0.563 0.095 2.500 4.800 0.571 0.097 2.750 3.927 0.580 0.099 2.927 2.963 0.588 0.102 0.7 3i 0;112 3.000 2.641 0.597 0.104 3.250 1.902 0.606 0.106 .. 007104 3.500 1.658_ 0.615 0.107 3.750 1.516 0.625 0.110 4.000 1.436 0.635 0.113 4.250 1.381 0.656 0.116 4.500 1.338 0.667 0.118 4.750 1.304 0.678 0.121

.,0 .... `42;4 5.000 1.277 0.690 0.123 5.250 1.254 0.702 0.125 W;65 .~7 5.500 1.236 0.714 0.127 :0078 5.750 1.220 0.727 0.129 0.741 0.132 .... 008....

0.......

6.000 1.206 11a

-N 0 8IN 6.250 1.195 0.755 0.134 597 ý', l 6.500 1.185 0.769 0.136 6.750 .1.176 0.784 0.139 :i i:M; '

7.000 1.168 0.800 0.141 7.250 1.161 0.816 0.143 7.500 1.155 0.833 0.144 7.750 1.150 0.851 0.146 0 8.000 1.145 0.870 0.150 8.250 1.141 0.889 0.153 8.500 1.137 0.909 0.156 8.750 1.133 0.930 0.160 9.000 1.131 0.952 0.163 9.250 1.127 0.976 0.167 9.500 1.124 1.000 0.170 9 .750 1.122 1.026 0.173 10.000 1.120 1.053 0.178 cc 10,250 1.117 1.081 0.185 10.500 1.114 1.111 0.194

ET-CEM-08-0004, Revision 0 Attachment 2 P*a ,r 5 ()f Structure: KPS Aux Building - Crane Elevation 679'-11" EQ Type: Design Basis Earthquake Damping: 2% Equipnent Damping Direction: I EastWest' Vertical BROADENED* BROADENED

Fre (Hz) Accel:9 Freq (Hz) Accel (g)

,F 1044 17'Qi4 10.750 1.112 1.143 0.205 11.000 1.111- 1.176 0.222 11.250 1.110 1.212 0.239 11.500 1.108 1.250 0.264 11.750 1.106 1.290 0.296 12.000 1.106 1.333 0,335 12.250 1.105 1.379 0,380 12.750 1.103 1.429 0.432 13.2-5 1.100 1.481 0.483 13.500 1.100 1.538 0,543 13.750 1.098 1.600 0.617 14.000 1.098 1.667 0.688 14.250 1.097 1.739 0.739 L79 0 42 14.500 1.096 1.818 0.750 14.750 1.096 1.905 0.750 15.000 1.096 2.000 0.750 15.250 1.094- 2.049 0.750 15.750 1.094 2.105 0.750 I88 0;310ý;

16.000 1.093 2.160 0,750 16.250 1.092 2.222 0.750 16.750 1.092 2.353 0.750 17.000 1.092 2.500 0.731 10.64 17.250 1.090 2,667 0.640 18.000 1.090 2.857 0.548 18.500 1.088 3.077 0.467 19.750 1.088 3.333 0.390 20.000 1.087 3.636 0.333 20.250 1.086 4.000 0.275 21.750 1.086 4.444 0.224 ci=

22.250 1.084 5.000 0.186 25.250 1.084 5.714 0.161 6.667 0.139 0 25.500 1.083

. 25.750 1.082 8,000 0.124 30.250 1.082 10.000 0.113 30.500 1.082 13.333 0.106 20.000 0.104

'cc 40.000 - 0.104 Envelop of2Conditons:

Craneat MidýSpan ACraneat AnyOtherLocation CC

ET-CEM-08-0004, Revision 0 Attachment 2 Structure: KPS Aux Building - Crane Elevation 679'-11" EQType: Design Basis Earthquake Damping: 2% Equipment Damping Directioh: . . - ---

E-. West -: ,. IdVertical I BROADENED7 BROADENED* r!UI*BURA[ *NEDI L~I Fre )IAccefldiJ Fre (Hz) I ccejje to V,

0C X

'C7 CDC

ET-CEM-08-0004, Revision 0 Attachment 2  ;~c7 Of 81 Structure: KPS Aux Building_- Crane Elevation 679'-11" EQ Type: Design Basis Earthquake Damping: 2% Equipment Damping Direction: FI ,* -, I: . East.tWe t  ; BROAENEDVertical BROADEN : ED -~ FUNBROADENED JrqjHz) Accel () 0 T-77WEW F~rejHz) Accel.g VR Hz ATcceil..9)

CD 0C Un CD 4- C

ET--CEM-08-0004, Revision 0 Attachment 2 Page 8 of 8 Structure: KPS Aux Building - Crane Elevation 679-11" EQ Type: Design Basis Earthquake Damping:

Direction: :North-South Vertical I BROADENED

• 11ADRNE T7 BIROADENEDI "M A0_DNED Hfqz)Accel Ald %C,WWiW Freq(HT I ccal~j (g)c11;3j (D

On 40

ABS Consulting Attachment C Rev 1 Sheet No. C1 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 ATTACHMENT C Plots of Generated Time Histories & Response Spectra and Tabulation of Generated ARS Data This attachment contains plots of the fifteen generated acceleration time histories.

Digitized data for these curves are provided in ASCII text format files included on the enclosed CD. All acceleration values are in units of 'g'. All curves are digitized at 0.01 seconds interval for 2000 time steps with the first value starting at t = 0 second.

Also, included in this attachment are plots of the associated velocity and displacement time histories as well as the associated 2% damped acceleration and displacement response spectra. Note that all the plots shown in this attachment are "For Information Only" since they were developed and plotted using non-QA software (See Section 3.1 for discussion).

Spectral values are calculated at 240 frequencies equally spaced logarithmically between 0.1Hz and 40 Hz. These frequency values are listed on sheet C2. Also listed immediately following the spectral frequencies are tabulations of the averaged acceleration response spectra (ARS) for each of the three directional components (EW, NS and vertical). These averaged spectral accelerations, together with the spectral frequencies comprise the data used to generate the ARS provided in Figure 4.3, Figure 4.4 and Figure 4.5 located in Section 4.4.

C iAttachment s C Rev 1 Sheet No. C 2 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 List of Spectral Frequency values (in Hz) used for calculating all response spectra.

0.1 0.1025 0.1051 0.1078 0.1105 0.1134 0.1162 0.1192 0.1222 0.1253 0.1285 0.1318 0.1351 0.1385 0.142 0.1456 0.1493 0.1531 0.157 0.161 0.1651 0.1693 0.1736 0.178 0.1825 0.1871 0.1919 0.1968 0.2018 0.2069 0.2121 0.2175 0.223 0.2287 0.2345 0.2405 0.2466 0.2528 0.2592 0.2658 0.2726 0.2795 0.2866 0.2939 0.3013 0.309 0.3168 0.3249 0.3331 0.3416 0.3502 0.3591 0.3682 0.3776 0.3872 0.397 0.4071 0.4174 0.428 0.4389 0.45 0.4614 0.4732 0.4852 0.4975 0.5101 0.5231 0.5363 0.55 0.5639 0.5782 0.5929 0.608 0.6234 0.6392 0.6555 0.6721 0.6892 0.7067 0.7246 0.743 0.7619 0.7812 0.801 0.8214 0.8422 0.8636 0.8855 0.908 0.931 0.9547 0.9789 1.0038 1.0292 1.0554 1.0822 1.1096 1.1378 1.1667 1.1963 1.2267 1.2578 1.2897 1.3225 1.3561 1.3905 1.4258 1.462 1.4991 1.5371 1.5762 1.6162 1.6572 1.6993 1.7424 1.7866 1.832 1.8785 1.9262 1.9751 2.0252 2.0766 2.1294 2.1834 2.2388 2.2957 2.354 2.4137 2.475 2.5378 2.6022 2.6683 2.736 2.8055 2.8767 2.9497 3.0246 3.1014 3.1801 3.2609 3.3436 3.4285 3.5156 3.6048 3.6963 3.7901 3.8864 3.985 4.0862 4.1899 4.2963 4.4053 4.5172 4.6318 4.7494 4.87 4 .9936 5.1204 5.2504 5.3837 5.5203 5.6605 5.8042 5.9515 6.1026 6.2575 6.4164 6.5792 6.7463 6.9175 7.0931 7.2732 7.4578 7.6471 7.8413 8.0403 8.2444 8.4537 8.6683 8.8884 9.114 9.3454 9.5826 9.8259 10.075 10.331 10.593 10.862 11.138 11.421 11.711 12.008 12.313 12.625 12.946 13.275 13.611 13.957 14.311' 14.675 15.047 15.429 15.821 16.223 16.634 17.057 17.49 17.934 18.389 18.856 19.334 19.825 20.328 20.845 21.374 21.916 22.473 23.043 23.628 24.228 24.843 25.474 26.12 26.783 27.463 28.,16 28.875 29.608 30.36 31.131 31.921 32.731 33.562 34.414 35.288 36.184 37.102 38.044 39.01 40

Attachment C A SConsultingB iRev 1 Sheet No. C3 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 EW Averaged ARS:

5.508060E-03 5. 785560E-03 6.054200E-03 6.385020E-03 6.742900E-03 7.123240E-03 7. 502460E-03 7.875400E-03 8.237860E-03 8.781460E-03 9.371420E-03 9. 999540E-03 1.071142E-02 1. 142406E-02 1.222848E-02 1.306448E-02 1. 400880E-02 1.496660E-02 1. 601760E-02 1.701080E-02 1.785080E-02 1. 930400E-02 2.084140E-02 2. 209960E-02 2.333980E-02 2.433500E-02 2. 500340E-02 2.550640E-02 2. 708420E-02 2.879460E-02 3.026660E-02 3. 153060E-02 31.277020E-02 3. 384040E-02 3.567960E-02 3.797220E-02 4. 072760E-02 4.291600E-02 4. 524880E-02 4.743340E-02 4.979060E-02 5. 061580E-02 5.155900E-02 5. 187560E-02 5.129480E-02 5.169180E-02 5. 308740E-02 5.345040E-02 5. 289380E-02 5.280280E-02 5.299620E-02 5. 395120E-02 5.429220E-02 5. 417420E-02 5.675180E-02 5.937520E-02 6. 277200E-02 6.451280E-02 6. 520440E-02 7.071260E-02 7.524740E-02 8. 249460E-02 9.504740E-02 1. 040924E-01 1.066800E-01 1.104814E-01 1. 145300E-01 1.179928E-01 1. 213176E-01 1.183460E-01 1.155420E-01 1. 165580E-01 1.203180E-01 1. 364880E-01 1.602300E-01 1.808660E-01 2. 037040E-01 2.257960E-01 2. 397100E-01 2.302860EL01 2.195760E-01 2. 100180E-01 2.122480E-01 2. 220760E-01 2.381180E-01 2.5377OOE-01 2. 852780E-01 3.256220E-01 3. 415840E-01 3.779140E-01 4.541840E-01 5. 158920E-01 5.290440E-01 5. 009360E-01 5.426400E-01 6.012220E-01 6. 715620E-01 8.037320E-L01 9 .355880E-01 1.048440E+00

1. 167680E+00 1. 459100E+00 1.846180E+00 2 .205720E+00 2.466000E+00

2. 532560E+00 2. 552860E+00 2.959160E+00 3. 347600E+00 3.583380E+00

3. 500820E+00 3. 201180E+00 3.411840E+00 3. 496440E+00 3.583000E+00

3. 824980E+00 4. 470420E+00 4.659480E+00 4. 328160E+00 4.215080E+00

4. 383520E+00 4. 696820E+00 4.663700E+00 4. 179480E+00 4.243380E+00

4. 679420E+00 4.588040E+00 4.219540E+00 4. 577680E+00 4.672520E+00

4. 459180E+00 4.281320E+00 4.181980E+00 3. 669940E+00 2.947660E+00

2. 299300E+00 1.936460E+00 1.599940E+00 1. 476060E+00 1.397000E+00 1.328200E+00 1.144860E+00 1.148794E+00 1. 078384E+00 1.031634E+00

1. 026460E+00 9.382120E-01 9.108540E-01 9.010160E-01 8.735500E-01

8. 429620E-01 8.124440E-01 8.308200E-01 8.003000E-01 7.801880E-01

7. 675620E-01 7.526980E-01 7. 365980E-01 7.304840E-01 7.276620E-01

7. 050920E-01 6.984120E-01 6. 925580E-01 7.396160E-01 7.476000E-01

7. 318820E-01 7.309160E-01 7. 275320E-01 7.281880E-01 7.243240E-01

7. 195800E-01 7.239340E-01 7. 204160E-01 7.320800E-01 7.279340E-01

7. 206940E-01 7.024620E-01 6. 828460E-01 6.693820E-01 6.662620E-01

6. 593660E-01 6.526000E-01 6. 465100E-01 6.461840E-01 6.489280E-01

6. 436660E-01 6.452140E-01 6. 487880E-01 6.47870GE-01 6.A83340E-01

6. 471220E-01 6.428800E-01 6. 417560E-01 6.425480E-01 6.392020E-01

6. 359160E-01 6.362040E-01 6. 354740E-01 6.333740E-01 6.324720E-01 6.319120E-01 6.314380E-01 6. 330960E-01 6.337340E-01 6.342640E-01

6. 337820E-01 6.323300E-01 6.300660E-01 6.30920GE-01 6.307080E-01

6. 305480E-01 6.302640E-01 6.293060E-01 6.290600E-01 6. 289420E-01 6 .286700E-01 6.278820E-01 6.282200E-01 6.280540E-01 6. 277140E-01

6. 275320E-01 6.272660E-01 6.271740E-01 6.266020E-01 6.266040E-01

6. 268980E-01 6.264460E-01 6.260260E-01 6.258340E-01 6.2572OGE-01

6. 254420E-01 6.254440E-01 6.251960E-01 6.251360E-01 6.250360E-01

6. 249440E-01 6.249840E-01 6.248420E-01 6.248000E-01 6.246680E-01

Consulting Attachment C SABS Rev 1 Sheet No. C4 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 NS Averaged ARS:

9.457340E-03 1. 008580E-02 1.076194E-02 1.148928E-02 1.226920E-02 1.310100E-02 1. 398320E-02 1.491100E-02 1.587740E-02 1.687380E-02 1.794460E-02 1. 905600E-02 2.020320E-02 2. 137900E-02 2.287960E-02 2.449140E-02 2. 625260E-02 2.802320E-02 3. 001840E-02 3.226700E-02 3.428660E-02 3. 592420E-02 3.842000E-02 4. 025780E-02 4.195940E-02 4.364040E-02 4. 583760E-02 4.819220E-02 4. 998480E-02 5.116840E-02 5.173620E-02 5. 231580E-02 5.371140E-02 5. 491320E-02 5.550140E-02 5.541180E-02 5. 616000E-02 5.737760E-02 5. 945160E-02 6.226980E-02 6.558600E-02 6. 915120E-02 7.342100E-02 7. 907360E-02 8.347740E-02 8.926220E-02 9. 599800E-02 1.008554E-01 1. 034024E-01 1.112124E-01 1.167760E-01 1. 207860E-01 1.207070E-01 1. 317134E-01 1.432440E-01 1.536240E-01 1. 618340E-01 1.656920E-01 1.683700E-01 1.759840E-01 1.829920E-01 1. 899440E-01 1.926680E-01 1. 967240E-01 2.001920E-01 2.093600E-01 2. 383180E-01 2.701860E-01 2. 956240E-01 3.137680E-01 3.470160E-01 3. 765100E-01 4.125060E-01 4. 655980E-01 4.949940E-01 5.046080E-01 5. 016460E-01 5.058480E-01 4. 996000E-01 5.089880E-01 5.385860E-01 5. 931860E-01 6.596720E-01 7. 536300E-01 8.126160E-01 8.851740E-01 9. 392540E-01 1.055264E+00 1. 210780E+00 1.416160E+00 1.618500E+00 1. 807260E+00 2.080140E+00' 2. 516680E+00 2.998040E+00 3.477040E+00 3. 904460E+00 4.5 25360E+00 5. 220320E+00 6.010600E+00 6.731240E+00 7. 289100E+00 7.421100E+00 7. 496580E+00 7.479680E+00 7.390600E+00 7. 593180E+0.0 7.628400E+00 7. 477480E+00 7.430220E+00 7.610520E+00 7. 399640E+00 7.495380E+00 7. 436800E+00 7.455880E+00 7.486380E+00 7. 163580E+00 7.129160E+00 7. 152940E+00 7.015580E+00 6.741140E+00 6. 013200E+00 5.337300E+00 4. 732000E+00 4.641740E+00 4.720980E+00 4. 592560E+00 4.627740E+00 4. 671160E+00 4.586740E+00 4.323320E+00 4. 003400E+00 3.830420E+00 3. 505240E+00 3.083420E+00 2.814980E+00 2. 416300E+00 2.224180E+00 2. 054140E+00 1.994480E+00 1.950620E+00 1.913620E+00 1.798500E+00 1.803760E+00 1.724600E+00 1.710080E+00 1.676640E+00 1,635900E+00 1. 677400E+00 1.651520E+00 1.560540E+00 1.602360E+00 1.528060E+00 1. 535120E+00 1.508560E+00 1.546120E+00 1.509080E+00 1. 525620E+00 1. 454160E+00 1.488820E+00

1. 447140E+00 1.458480E+00 1. 428600E+00 1. 422740E+00 1.459780E+00

1. 489780E+00 1.485400E+00 1. 496700E+00 1. 494660E+00 1.439380E+00

1. 435320E+00 1.444800E+00 1. 456980E+00 1. 434280E+00 1.427420E+00

1. 420560E+00 1.391140E+00 1. 401040E+00 1.396060E+00 1.390660E+00

1. 401940E+00 1.429160E+00 1. 420800E+00 1.404280E+00 1.400120E+00

1. 392000E+00 1.378300E+00 1. 385160E+00 1.389920E+00 1.400320E+00

1. 392600E+00 1.380920E+00 1. 375160E+00 1.377260E+00 1.385980E+00

1. 390720E+00 1.383320E+00 1. 383100E+00 1.392180E+00 1.397120E+00

1. 394260E+00 1.394900E+00 1. 387880E+00 1.384260E+00 1.381420E+00

1. 375060E+00 1.369540E+00 1. 362600E+00 1.347220E+00 1.342400E+00

1. 364000E+00 1.378740E+00 1. 389180E+00 1.396300E+00 1.401260E+00 1.406060E+00 1.403820E+00 1. 391480E+00 1.371060E+00 1.352640E+00 1.343380E+00 1.341800E+00 1. 339160E+00 1.335980E+00 1.337200E+00 1.336420E+00 1.334180E+00 1. 333240E+00 1.333320E+00 1.331760E+00 1.331340E+00 1.331640E+00 1. 331060E+00 1.329720E+00 1.329780E+00 1.329020E+00 1.329620E+00 1. 328560E+00 1.328420E+00 1.328480E+00

Attachment C Rev 1 Sheet No. C5 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time. Histories Checked W.Sawruk Date 5/23/08 Vertical Averaged ARS:

5.904800E-03 6.424340E-03 6.951460E-03 7. 468120E-03 7.961700E-03 8.500100E-03 9. 076480E-03 9.718640E-03 1. 035116E-02 1.095282E-02 1.146740E-02 1.208400E-02 1.266600E-02 1. 327840E-02 1.392500E-02 1.446180E-02 1. 488978E-02 1.516084E-02 1. 522934E-02 1.518764E-02 1.518336E-02 1. 513154E-02 1.538970E-02 1.590662E-02 1.658206E-02 1.751818E-02 1. 851624E-02 1.989940E-02 2. 149760E-02 2.298560E-02 2.415360E-02 2.537260E-02 2.660840E-02 2.848220E-02 2.995120E-02 3.107160E-02 3.227420E-02 3.306380E-02 3. 395100E-02 3.527060E-02 3.624000E-02 3. 634240E-02 3.663820E-02 3. 656260E-02 3.626600E-02 3.560300E-02 3. 600820E-02 3.739640E-02 3.936860E-02 4.430080E-02 4.877260E-02 5.192260E-02 5.352480E-02 5.391300E-02 5.305240E-02 5.555860E-02 5.706060E-02 5.676880E-02 5.489480E-02 5.222360E-02 4.936580E-02 5. 062400E-02 5.408980E-02 5.955640E-02 6.386460E-02 6.681000E-02 6.844320E-02 7.104980E-02 7. 441360E-02 7.5052602-02 7.648080E-02 8. 125840E-02 8.993640E-02 9. 359040E-02 9.5090202-02 9.531680E-02 9. 748200E-02 1.048430E-01 1. 129280E-01 1.181280E-01 1.241460E-01 1. 253060E-01 1.270260E-01 1. 329220E-01 1.367480E-01 1.429480E-01 1.466620E-01 1.487300E-01 1. 529580E-01 1.592500E-01 1.624220E-01 1.673000E-01 1.697960E-01 1. 765240E-01 1.760900E-01 1.814480E-01 1.948920E-01 2.041540E-01 2. 098400E-01 2.328580E-01 2.516780E-01 2. 684720E-01 2.925180E-01 3.225920E-01 3.561920E-01 3.871160E-01 4. 243580E-01 4.569120E-01 5. 023180E-01 5.3789602-01 5.936580E-01 6.357380E-01 6.784360E-01 7. 069940E-01 7.329180E-01 7.770540E-01 7. 326480E-01 7.363000E-01 7.271120E-01 7.340080E-01 7.425320E-01 7. 417820E-01 7.132680E-01 7. 644520E-01 7.267740E-01 7.151580E-01 7. 380620E-01 7.404920E-01 7.205380E-01 7.154360E-01 6.770940E-01 6. 280980E-01 5.586920E-01 5. 357000E-01 5.403020E-01 5.201260E-01 4. 791440E-01 4.422540E-01 3. ,947400E-01 3.959400E-01 3.815480E-01 3.420580E-01 3.299500E-01 3. 272000E-01 3.198280E-01 3.086660E-01 2.796440E-01 2.685000E-01 2. 761680E-01 2.6677002-01 2.530080E-01 2. 264680E-01 2.194680E-01 2. 136960E-01 2.054940E-01 1.892380E-01 1.819580E-01 1.874580E-01 1. 929700E-01 1.791460E-01 1.723540E-01 1. 612200E-01 1.648280E-01 1. 763760E-01 1.794900E-01 1.848960E-01 1. 743720E-01 1.497440E-01 1. 417440E-01 1.608860E-01 1.748740E-01 1. 838560E-01 1.718860E-01 1. 524520E-01 1.346420E-01 1.3127OOE-01 1.379720E-01 1.481200E-01 1. 496700E-01 1.438240E-01 1.464040E-01 1. 460940E-01 1.403960E-01 1. 307980E-01 1.282120E-01 1.302180E-01 1. 310940E-01 1.324900E-01 1.331900E-01 1.327400E-01 1.325360E-01 1. 321880E-01 1.310540E-01 1. 288320E-01 1.277400E-01 1.287380E-01 1. 282500E-01 1.277420E-01 1.281780E-01 1.281060E-01 1.277580E-01 1.279040E-01 1.275900E-01 1.272580E-01 1.273300E-01 1.272700E-01 1. 272220E-01 1.271240E-01 1. 268000E-01 1.267540E-01 1.268040E-01 1. 267920E-01 1.266440E-01 1. 265180E-01 1.265920E-01 1.265900E-01 1. 265180E-01 1.264240E-01 1. 264180E-01 1.263780E-01 1.263040E-01 1. 262660E-01 1.262360E-01 1.262000E-01 1.261740E-01 1.261500E-01 1. 261200E-01 1.260980E-01 1.260860E-01 1.260640E-01 1.260460E-01 1. 260180E-01 1.260020E-01 1. 259820E-01 1.259660E-01 1.259500E-01 1. 259320E-01 1.259140E-01 1.259040E-01 1.258900E-01

'Attachment C tanSConsulting Rev 1 Sheet No. C 6 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 1 EW Direction

.ACECO/Kewaunee Aux Bldg Bridge Crane Artificia] Seismic Time History Generation Data.Set 1 -R-cordKAKOO EW (Foit*nLýsniation nidy) 06

• bb.

• 00.

S02 0

. -0.2

0.4 4 6 68 10 12 14. Ic6 18 20 Time (seconds)

ACECOKewamnee Aux Bldg Bridge Crane.

Ar*ficial Seismic Time History Generation Data Set 1,- Record KAKOGO EW (For Information Only) 20

. -1 -V~e~lcity,(itslsc) to*10 IO

-20

4. 6 8 10 12 14 16 18 20 Time (seconds)

ACECO/Kewannee AUX Bldg Bridge Crane Artificial Seismic "TineH-[istory Generation Data.Set 1- Record KAKIOO E\W (For InfWonatin Onlj')'

2.5 1.5

-*.5

-3.5 0 2 4 ý6 8 10 12 '14 16 18 20 Time iseconds)

Attachment C 4ABSConsulting Rev 1 Sheet No. C 7 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 4-0 0

0 o0 21

.0 I

Frequlency (Hz)

.Legend Notes; Modified Target*ARS All curves: 2% Spectral Damping From F.AR000 Seed Acceleration. in gos YewauneePowex Station .- Aux Building Crane Rail Elevation Comparison of Achieved and Target Spectra Easut/We*t Direction

• *g Attachment C Consulting Rev 1 Sheet No. C8 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 1&6.

S 4,

4, U

4, 0

I Frequency (Hz)

Notes:

All curves: 2t Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum East/West Direction Data Set 1 - From FK000 Seed (For Information Only)

Attachment C Rev 1 Sheet No. C9 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 CaIc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set I NS Direction ACECO/Kewaunee Aux BldgBlidge Crane Artificial Seismic Time History Generation Data Set 1 -:Record HCHOOI NS (For Infonnmation Only) 0.5

.0 2 4 6 -8 10 12 14 16 18 20 Time (seoonds)

ACECO/Kewawnee Aux-BidgB~ridge Crane, Arificial Seismic Time Ifistory Generation Data Set 1 - Record HCH001 NS (For Information Only) 0.

I:

0 2 4 6. 8 .10. 12 14 16 18 20 Time (seconds)

ACECO/Kewamtee Aux Bldg BildgeCrrne Artificial Seismic Time History Generation

.Data Set 1.- Record HCH001 NS (For Information Only)

.6 4

2

-4

-6.

0 2 4 .6 8 10 12 14 16 18 20 Time'(seconds)

Attachment C VABS Consulting Rev 1 Sheet No. C 10 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 I.

Id Frequency (Hz)

, Legend:. Notes.

Modified Target ARS All curves: 2S Spectral Damping From A-STP093 Seed .................

. . Acceleration, in g's tewaunee Power Station Aux Building Crane Rail Elevation Comparicon of Achieved and Target Spectra North$South Direction

SYl@ C ni Attachment C Rev 1 Sheet No. C 11 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 6

I S

tC Frequency (HZ)

Notes:

All curves: 2% Spectral Damping Displacement in inches yevaunee power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum North/South Direction Data Set I - From HCH001 Seed (For Information Only)

VABS Consulting Attachment C Rev 1 Sheet No. C 12 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 1 Vertical Direction ACECO/Kewaunee Aux Bldg Bridge.Crane Artificial Seismic Time HIstory Generation Data Set 1- Record A-ELC-1JFUD (For ILfoomnaion Only)

.0.15 0.1 0.05 0

Vs

-0.05

-0.1

-0.15

0. 2 4 8 10 12 14: 16, 18 20 Time (seconds)

ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 1 - Record A-ELC-Ull iD.(FoIJI namin Only)

.2 6-

-6 0 .2 4 6 8 '10 12 14 1 "18 20' Time (seconds).

ACECO/Kewatmee Aux Bldg Blurdge Crane Artificial Seismic Time History Generation Data Set 1 - Record A-ELC-UP UD (For Infonration Only) 2.5 7.j, S-2.5

-2.5 o; 2 .8 10 12 141, 16 18 20 Time (seconds)

• ABSCon_ ulti n Attachment C Rev 1 Sheet No. C 13 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date,5/23/08 i! Hill E

• L Frequency (Hz)

Le~gend: N~otes, MoifiedI Target ARS All eurverz,2Zý Spectratl Dampingý From A-ELC-UP Seed Aeceleratiou gi's Rewairnee Power Station - Aux Buildilg:Czene Rail Elevation Comparison of Achieved anld Trarget Spectra ve rt ica1 Directrion

DABJS Consulting Attachment C Rev 1 Sheet No. C 14 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 4

5 S

S U

a 0.

0 Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum Vertical Direction Data Set I - From A-ELC-UP Seed

. (For Information Only)

AAttachment C Consulting Rev 1 Sheet No. C 15 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 2 EW Direction

,ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 2 - Record SEA042 EW(For Infonnatioii only) 0.6 -- ,__

0 7E 0

-0:6

.0 2 4 6 8 10 12 14 16. 18 20 Time (seconds)

ACECO/Kewamuee Aux Bldg Bridge Crane Artificial Seismic Time History Generation.

-.Data Set 2 - Record SBAD42 EW (For InformationOnly) 20 10 n10

20, 0 2 4. 8 10 .12 14 i6 18. .2b.

Time (secon'ds):

ACECO/Kewatmee. Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 2 - Record SBA042 EW (For Information Only) 1Z 0 2 4 6 .8 10 12 .14: .16ý 18 20 Time (seconds)

I

V St Attachment C Rev 1 Sheet No. C 16 Job No. 1886592 Job (ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 S ii 0

V1

.1 1~

I,

/

Frequency (Hz)

Legendz. Notes Modified Target ARS All curvert 2% Spectral IDamping From SBA042 Seed Acceleration inng.z.

Eewaunee Power Station - Aux BuildingCrane Rail Elevation Comparison of Achieved and Target Spectra East/IWest Direction

V s t Attachment C Rev 1 Sheet No. C 17 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 A.

4.0 4.0 2.0

.0 14 Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Rewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum East/West Direction Data Set 2 - From SBA042 Seed (For Information Only)

VABS Attachment C Consulting Rev 1 SheetNo. C18 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 2 NS Direction ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time -istory Generation Data Set 2 - Record HCH271 NS (For Infornatioii Only) b.,

-b.:

0 2 4 6 8 10 12 14 16. 18 20 Time (seconds)

ACECO/Kewamuee Aux Bldg Bridge Crane Artifcial Seismic Time History Generation Data Set 2 - Record HCH.27! NS (For IsfdirnsationjOnly)

,61 41 S'21

-4 T'

-6 4' 0 2 4 6 8 10 12 14 16 18 20, 72, Time (seconds):

ACECO/Kewamnee Aux Bldg Brtdge Crane Artificial Seismic Time Hfistory Generation Data Set 2 - Recerd:HCH-271 NS (For Information Only)

-2.

4 6 .8 10 12 .14: 164 18 20 Time (seconds)

Attachment C Rev 1 Sheet No. C 19 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0

-~~--------

~-

Frequency' >Hz)

,MdfiedTagtARS All curver: 2% §pe~ctralDazping From HCH271 Seed, rwaune Pwer Station .- Aux Building.Crane Ra~il Elevation coparizon of Achieved and Target Spectra North(South Dir~ectio~n

Attachment C Consulting II*S IRev 1 Sheet No. C 20 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 C

a U

a C.

a Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum North/South Direction Data Set 2 - From HCH271 Seed (For Information Only)

'Aoni Attachment C SConsulting R 1SheetNo. C21 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 2 Vertical Direction ACECO/Kewaunee Aux BIdg Bridge: Crane Artificial Seismic Time History Generation Data Set2 - Record TAY-UP UM):(For hifonnation Only) 0415 ._..... Acceleation (*)]

0:1 __.......

0.05 a

0" 2 4 6 8 Time (seconds) 12 14. 16 18 20 ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 2 -Record TAF-UP ITT)(For Infonnations Only)

-8*

6 8 10 12 14 16 18 =20 Time (seconds)

ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Tinse History Generation Data Set 2 - Record TAM-UP UtD (For Information Only) 2 0

I

.2"

-1

-2

'3 17 ........ I

-:5-0 2 4 6 :8: 10, 12 14 16 12 20 Time (seconds)

VABSConsulting Attachment C Rev 1 SheetNo. C22 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0

oU 0

U,

- . '11 Frequency (Hz)

Legend:. Notes:

Modified Target ARS All curves; 2% Spectral Damping From TAF-UP Seed Acceleration in g'.

EewauneePower Station - Aux Building Crane Rail Elevation Comparison of Achieved and Target Spectra Vertical Direction

• Ai@ Consulting *Attachment C Rev 1 Sheet No. C 23 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Iý Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum Vertical Direction Data Set 2 - From TAF-UP Seed (For Information Only)

Attachment C Consulting Rev 1 Sheet No. C 24 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 3 EW Direction ACECO/Kewatnee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 3 -:Record 511000 EW (For ITfohinatioii Only) 0.4

• 0 I.

4 6 8 10 12 14 16 18 20 Tine:(seconds)

ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time H-istory Generation.

Data Set'3 -Recird SI*LOOOEW (For Ifo*nration Only)

.81 4, 6 8 10 12 14 16 '18 20 Tie (seconds),

ACECO/KewaineeAux Bldg Bridge, Crane Artificial Seismic Tine History Generation

,Data Set 3 - Record S{LO00 EW (For lnfonnation Only)

.r, -2 2 .4 6 8 10. 12 14 16 18: 20.

Time (seconds)

~ALQConsulting Attachment C V Rev 1 Sheet.No. C 25 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 jTT 0

0 Frequency (Hz)

.Legend; Notes Modified Target ARS All curves: 2* Spectral Damping From. SHLOO Seed Accel~eration in qz ewaunee Power Station.- Aux Building.Crane Rail Elevation Comparinon of Achieved and Target Spectra East/Wezt Direction

• 's tnAttachment C VAB...onsU,,ng Rev 1 Sheet No. C 26 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08

°... -Ii ..........

. .I TI [ I

/ / ,  !; l _____i, I I ii r V

• * - . . . ....*.\ ' ... . --i *.- - -- - - --"I---- Ik --., .. . .. . .' ------- .

Frequency (H7)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum Eaat/Went Direction Data Set 3 - From SHLOOO Seed (For Information Only)

AAttachment

~ASConsulting C Rev 1 Sheet No. C 27 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 3 NS Direction ACECO/Kewannee Aux Bldg Bridge Crane Artificial Seismic Tine History Generation

'Data Set 3- Record TAF02l NS (For Infoinatoni Only) i.5 0= 0.5 p.5

.A. -0.5

-1

-1.5

0. 2 4 6 8 10 12 1141 161 18 20 Tine(s econds)

ACECO/Kewamnee Aux Bldg Bridge Crane Artificial Seismic Time History Generation.

]Yata Set 3 -.Record TAF021 NS (For hif6irnation Only)

.80 60 40 20

-.20

-40ý

-860 0 2 4t 6 8 10 12 14 16 18 .20 Time (setonds):

ACtCo/Kewaunee Aux,Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 3- RecordTAFO2L NS (For Inforination Only)

AZ

0. .6 ý8 10 12. 14. 16: 18 20 Timne (secondls)

,,-*AttachmentC VABS Consulting Atcmn Rev 1 Sheet No. C 28 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 I

0 0

77 J II Wi iflL 2.'-

Frequency (Hz)

Modified Ta~rget ARS All curvrest 21k Spectral Dzping F~romn TAF021 Seed Acceleration in :gý a Kewaunee Power Station - Aux SuildingTCrane Rail Elevation Compatinon of Achieved and Target Spectra

-North/South Direction

VŽA m@ u*

• Attachment C Rev 1 Sheet No. C 29 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 F ......

i

.4V-i1 U

a Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum North/South Direction Data Set 3 - From TAF021 Seed (For Information Only)

tConsulting Attachment C Rev 1 Sheet No. C 30 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 3 Vertical Direction ACECO/KJewunee: Aux. Bldg BrIdge: Crane Artificial Seismic Time History Generation Data Set 3 -'Recor.dSI,-.UP l1D (For Infonmition Only)

.1.5 o,, ,

00 10 12 14 16: 18 20 Time (seconds)

ACECO,ewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 3,-. Record SKRI-UP UD (For Information Only) 0 2 41 6 8 10. 12 14 16 18 20 Time (seconds):

ACECO/Kewaunee Aux. Bldg Bridge Crane Au-tificial Seismic Time History Generation Data Set 3 -Record S1CR-UP UD (For Infonration Only) 1.5 0.5 t

-1.5

-2.5 0 2 4 6 8 10 12 14 16 18 20 Time (seconds)

A . Attachment C Rev 1 Sheet No. C 31 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 H*i 4 ___

"IIi .... i-]!lJ"l"*

I.... K --l i;... !* 1.

!~~~~ii ,Ii=i L I

Frequency (Hz)

.Legend. Noes Modified Target ARS All curves: 2% Spectral Damping From SKR-UP Seed .......... .... Acceleration in gq ',

Kewaunee.Pbwer Station - Aux Building'Crane Rail Elevation Comparizon of Achieved and Target Spectra Vertical Direction

,AR ~Attachment C RConsulting ev 1 Sheet No. C 32 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 I 2 hI I I IiIII Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum Vertical Direction Data Set 3 - From SER-UP Seed (For Information Only)

SV BS Consulting Attachment C Rev 1 Sheet No. C 33 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 4 EW Direction ACEco/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Timne History Generation Data Set 4 - Record HCH271 EW (For Inforimation Only).

0.6 f

0. ----

0 4 6 8 10 12 14 16: 18 20 Timfe .seconds)

ACECO/Kewainnee Aux Bldg Bridge Crane, Artificial Seisonic Time History Generation Data Set 4,- Record HCH271 EW (For Iiforfnatioii Only)

.a 0 2" 4 '6 8 10 .12 14 16 '18: 20.

Time (seconds),

ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Dita'Seft4 - R~cord HCH271 EW (For Infornation Only)

A 0

2 6 8 10 12 14 16 :18 201 Time. (seconds).

• A P lt ."Attachment C Rev 1 Sheet No. C 34 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0

S .. .... [iii Frequency (Hz)

Legend: Notes:

Modified Target ARS All curves: 2; Spectral Damping From HCH271 Seed Acceleration in.g's.

Rewaunce Power Station - Aux Building Crane Rail Elevation Comparison of Achieved and Target Spectra East/ea*t Direction

'A* 'Sonsultinq Attachment C Rev 1 Sheet No. C 35 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08

• • • 2ii.i2i2J .~ ] i H, **"..

~ ~ ~~~*

I I"

......I'~T 1IL T _

,--i . ..

\(**0 'I0 _____

I Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum East/West Direction Data Set 4 - From HCH271 Seed (For Information Only)

SA eAttachment C A ~ Consulting Rev 1 Sheet No. C 36 Job No. 1886592 Job ACECO- Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 4 NS Direction ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 4i, Record A-STF093 NS (For Infonnation Only) 03 a 0.

a "a

-0, 4 6 8 10 12 '14 16 18 20 Time,(seconds)

ACECO/Kewaunee Aux Bldg Bridge Crane Artficial Seismic Time History Generation Data Set4 ,- Record A-STP093: S (For nfonnation Only) 60 40

a. 20 4

t. .20 "a

2-'

-40

-60 0 :2 4' 6, 8 10 12 14 1I 181 20 Tine (seconds)

ACECO/Kewaunee Aux Bldg BMidge Crane Artificial Seismic Time History Generation Data Set 4 - Record A-STP093 NS (For Tnfonmation Only) a 8 10 12 14 16 .18 20 Time (seconds)

Attachment C ABRS Consulting Rev 1 Sheet No. C 37 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0 11 v 4I 0) 1__

U i tH Frequency (Hz)

Legen z No ter Modified Tar~iget ARS All curve*: 2* spectralDamping From A-STP093 Seed ... ...... Acceleration~ in *g'6 xewaunaee power stat~ion :- Auxc Bufiding',Craen Rail Elevation Comparicon of Achieved and Target Spectra 14orthlsouth Directiond

SCons n Attachment C sultin Rev 1 Sheet No. C 38 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 iT I

U 0.

t .......

- j .1_______ .1~~~~

Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Yewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum' North/South Direction Data Set 4 - From A-STP093 Seed (For Information Only)

R on s..if ng Attachment C "

W U Rev 1 Sheet No. C 39 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 4 Vertical Direction ACEC'fIKewaunee Aux Bldg Brlidge:Crane Artificial Seismic Time History Generation

'Data Set 4 Record SIL-UP UD (Foi Infoirnation.Only) 0.15 1.01 7en 65 _o l, -005

-O i Ir, - ----

0 2 4 6 8 10 12' 14: 16,: 18 20 Time (seconds)

ACECO/Kewaunee AMx Bldg Brldge Crane Artificial Seismic Time History Generation

6. _ e _. _ ' I Data Set 4 - Record SIL-UP UD (For Inforns'ation Only)

-2. . . . ... ..... .r..........

8 10 12 14 16 18 ' 20 Time (seconds)

ACECO/Kewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 4 - Record SIL:UP LTD(For Information Only)

A4 2

0 2 4 28 10 12 .14 16 18 20 Time (seconds)

SConsultmg Attachment C Rev 1 Sheet No. C 40 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08

-ITII o

0J HJ 41 Frequency (Hz)

.Legend: Notee Modified'Target'ARS All curves: 2%, Spectral Damping From SIL-UP Seed Acceleration in :g'~

YewauneePower Station - Aux Building Crane Rail Elevation Comparizon of Achieved and Target Spectra Vertical Direction

V St Attachment C Rev 1 Sheet No. C 41 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0,

'0 a

Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum Vertical Direction Data Set 4 - From SIL-UP Seed (For Information Only)

Attachment C Consulting Rev 1 Sheet No. C42 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 5 EW Direction TACECO/Kewaunee Aux Bldg Bldge Crane Artificial Seismic Time History Generation Dixta Set 5 - Record SHLL090 EW (For Infonnation Only)

.04 0 2 4 6' 8 10 12 14 16ý 18 20 Time (seconds)

ACECO/Kewaunee Anx Bldg Bridge, Crane Artificial Seismic Time History Generation

Data Set 5 - Record SHLO090 EW (For Information Only) 2~*

8 10 12 14 16 18 :20 Time (seconds),

ACECOfKewaunee Aux.Bldg BridgeCrane' Artificial Seismic Time History Generation Data Set 5 -Record S}HL090EW (For Information Only)

I 0 2 4 6 8 10. 12 14 16 :18, 20:

Time (seconds):

Attachment C

'ABSConsulting Rev 1 Sheet No. C 43 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0

I II 0

I. K.........

if Frequiency (hz)

Legendi Mo- ý Tret. ARS Alit curves:it Spectral Damping Fro~m SýHL)090 Seed' Ac~eeratiotn in qIr~

reiwaunne Ponwer Station -Aux Ruidlding'Craneý RailI Elevation conipariron of Achieved and Targ st Spectra East/Werot .D3Aecyion.

VA3SConsulting Attachment C Rev 1 Sheet No. C 44 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08

°. ..

TF...

l TT1 Frequency (Hz)

Notes:

All curves: 2% Spectral Damping Displacement in inches Kewaunee Power Station - Aux Building Crane Rail Elevation Displacement Response Spectrum East/West Direction Data Set 5 - From SHLO90 Seed (For Information Only)

' m ---s ConsultingAttachment C uZ3 o nsulting Rev 1 Sheet No. C 45 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 5 NS Direction ACECO/KewauneeAux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set 5 - Record A-PEL090 NS (lar Infoinnation Only) 1.5 "o 1005

.0.5

-1.5

0. 2 4 6 8 10 12.. .14. 16' 18 20 Time (seconds)

ACECOfkewamee Aux Bldg Brdge Crane Artificial Seismic Time History Generation.

Data Set 5- Record A-PELO*90NS (For Information Only) 60 40.

I 20:

0

-20

-40.,

-60, 0 2 4 8 10 12 14 16 '18 20 Time'(seconds):

ACECOKewamree Aux Bldg Bridge Crane Artificial Seismic Time 'HistoryGeneration Data Set 5,- RecordA-:PELOSO0NS (For Infdnnation Only)

.0 I

0.

0 4 6 8 10 12 14;, .16. 18 20 Time (seconds)

VABS* onsguIting Attachment C Rev 1 Sheet No. C 46 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 0

0 Ii Frequency (Hz)

Legend; Notese Modified Target ARS All curves 2% Spectral Damping From A-PEL090 Seed ........... Acceleration in g" Rewaunee Power Station - Aux BuildingCrane Rail Elevation Comparison of Achieved and Target Spectra

.Norrth(Sout Direction

Attachment C D " ,: Consulting Rev 1 Sheet No. C 47 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 U

Frequency (Hz)

Notes:

All curves: 2V Spectral Damping Displacement in inches Kewaunee Power Station - AuX.Building Crane Rail Elevation Displacement Response Spectrum North/South Direction Data Set 5 - From A-PEL090 Seed (For Information Only)

,j AlW Consulting Atcmn Attachment C Rev 1 Sheet No. C 48 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Final Generated Time History - Data Set 5 Vertical Direction ACECO/Kewaunee Aux, Bldg Bridge Crane Artificial Seismic Time Istory Generation Data Set 5.- Record A-PEL-UP UD (Foi Infolrasaion Only) 0.15 0.A 11 i i ....................

~oo 0.05 a

.~ 0 "rn

-0.05

• 6

-0.1

-0. It' - ____________ -

0 2 4 6 8. 10 1:2 .14 16: 18 20 Time (seconds)

ACECO/Iewaunee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data Set5 .-Re1cord A-FETL-UP JTD(For Infroation Only) 2

Ž0

-4

-6 0 2' 4* 6 8 10 12 14 16 18 20 Time (seconds)-

ACECOfKewatmee Aux Bldg Bridge Crane Artificial Seismic Time History Generation Data'Set 5 - Record A-PEL-UP UD (For Information Only) 20.5 5

5 5

i2 5 2 4 8 10 12 14, 16. 18 20 Time (seconds)

VABS Consulting Attachment C Rev 1 Sheet No. C 49 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj. Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08

1. 0 Ti~n A

0

~iY A4 J

Frequency (Hz)

Legend:

Modified Target, ARS All curves: 2ýý Spectral Damingn From A-PELt-U'P Seed Accelerationin g'a RewauneePower Station ý Aux Building Crane Rail Elevation ComParinon of Achieved and Target Spectra Vertical Direction

Attachment C

' VA"*Consulting Q n Rev 1 Sheet No. C 50 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 l iT i.'

I~I Ii Frequency (Hz)

No ter:

All curves: 2% Spectral Damping, Dizplacement in inchee.

Yewaunee Power Station - Aux Building: Crano Rail Elevation Displacement Reoponse Spectrum Vertical Direction Data Set 5 - From A-PESL-UP Seed (For Information Only)

3 9AES Consulting Attachment D Rev 1 Sheet No. D1 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 ATTACHMENT D Plots of Seed Time Histories This attachment contains plots of the fifteen seed acceleration time histories obtained from (http://peer.berkeley.edu/smcat). The associated velocity and displacement time histories are calculated using DPLOT without any corrections being applied. Note that all the plots shown in this attachment are "For Information Only" since they were plotted using non-QA software (See Section 3.1 for discussion).

V Bs i Attachment D RConsulting ev 1 Sheet No. D2 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #1 - EW Direction ACECO/Kewaunee Aux BldgBridge Crane SeedEarthquake Time History'Generation Record KAKO00 (For InformnatinOnidy) 0.2 0T__ I _

20, 25 45 Time (seconds)

ACECO/Kewaunee Aux Bldg BrIdge Crane Seed Earthquake Time Hfistory Generation Record LAKOOO (For Information Only)

7. -2.

'7. 5 10 15 20 25' 30 .35 40 45 Timne.(seconds)

ACECO/K'ewaunee Aux Bldg Bridge Crane Seed EarthquakeTime History Generation Re cord .KIAKOOO (ForInformation Only) 25

-1.5

-2 5 0 10 15 20 ý25 330 "35 40 45 Thie (seconds)

A Consulting Attachment D Rev 1 Sheet No. D3 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History For Data Set #1 - NS Direction ACECO/Kewaunee Aux BldgBridge Crane SeedEarthquake Time History Generation Record HCH001 (Fo Inforen atiuonOdnly)ý

,sa 5 9 12 15 18 21: 24: 27 30 Tiffe (sec~onds)

ACECO/Kewaumee Aux Bldg Bridge Crane Seed Earthquake Time History Generation Recoird HCHOO(ForInfosraaion Only) 2.5 0.5 0 70.5

-2.

6 9 12 15 18 21 24. 27 30 Thne (seconds)

ACECO/Kewaunee Aux Bldg Brldge Crane Seed EarthquakeTime History Generation.

Record HCHOO1 (For Information Only),

.0.8 C 04 0

0.4 0

3 6 .9 12 15 1 18 21 24. 27 30 Timne (seconds)

1 AB Consulting Attachment D Rev 1 Sheet No. D4 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History For Data Set #1 - Vert Direction ACECO/lewaunee Aux Bldg Bridge Crane Seed Earthquake Data

.,Record A-ELCPIJ- (For Infonnation Only) 0.04 004 0 5 10 15. 20 25 30 35 40 Timne (seconds)

ACECQ!Kewaunee;AuxBldg Bridge Crane Seed Earthquake Time I-istory Generation Record A-ELC-U-P (For Information Only) 1o5 05 4

o ...........0 Ib 5 10 15 20 25 30 35 40 Time (seconds)

,ACECOfKewaumee Aux Bldg Bridge Crane Seed.EarthquakeTime History Generation Record A-ELC-UP (For Infonnation Only)

'0.9 03 03

-0.6 ..............

5 10 .15 20 25 30 35 40 Timne (seconds)

Attachment D Rev 1 Sheet No. D5 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #2 - EW Direction ACECOfKewaunee Aux BldgBuldge Crane Seed Earthquake Time History'Generation Record SBA-042 (For Information Only)

.0.1

..0.1 S.0:

-411 0 5 10: 15 20 25 30 35 40 .45 :50 55 60 65ý 70 75 80 Time (seconds)

ACECO/Kewaunee MAx Bldg Bridge Crane Seed Earthquake Tine History Generation RecordSBA-042 (For Infonnatlion Only)

S-1 0 *5, 10 15 20 25. 30' 135. 40: 45: 50 55 60 65 70 75 80 Time (seconds)

ACECOiKewaunee-Aux Bldg Bridge Crane Seed EarthquakeTime Hlistory Generation Record SBA-042 (For lInfonnation Only)y 70.2

,.. :0.2

-46

-1i 0 5 10 .15 ,20 25 30 35 40 45. 50 55 60 65: 70 "75 80 Time, (sec onds)

A S Y-ABS Consulting o u nAttachment D Rev 1 Sheet No. D6 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #2 - NS Direction ACECO/Kewaunee Aux Bldg:Bridg e Crane Seed Earthquake .Time H-istory Generation Record HCH271 (For I"ifortnationOily):

oo

____Aeceleratian (gs)L 004 - -. 4"

• g 0 --

6 :9 12 15 '18 21: 24: 27 30

,Time (seconds)

ACECO/Kewaunee Aux Bldg BrBidge Crane Seed Earthquake Time History Generation Record HC-271 (For nfuonnation Only)

I.

2 t 3 30 6:. 9. 12 15,' 18 21 24. 27 30 Tnne (seconds) 0 ACECO/Kewannee Aux Bldg Bridge Crane Seed EarthquakeTime Hfistory Generation Record HCH271 (For Infonnation Only) 5 0

-0.

5 5

0 3 6 9, 12 15 18 21. .24 27 30 Time (seconds)

AA@ Consulting Attachment D Rev 1 Sheet No. D7 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set '#2 - Vert Direction ACECO/Kewaunee Aix Bldg Bridge Crane Seed Earthquake Tine History Generation Record T APFP (For lnfo1matiohnOnly) 0.075

• 0.025 a:

S-0.025

-0:075

-0.125 0 5 10 15 20 25 30' 35, .40 45 50' 55.

Timne (seconds)

ACECO/Kewaunee Aux Bidg Bridge Crane Seed Earthquake Time History Generation Record TAF-UP (For Infonn-ation Only) 1.5

-* -0.5

-1.5 0 5. 10 .15 20 25 30 35 40 .45 50 55 lrime (seconds)

ACECO/Kewannee AMx Bldg Bridge Crane Seed FarthquakeThne History Generation Record TAF-UP (For infonnaation Only) 0

• -1

.5 10 15 20 25 30 35 40 45 ý50, Timte (seconds

'Attachment D Consulting Rev 1 Sheet No. D8 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #3 - EW Direction ACECO/Kewaunee Aux Bldg Bridge Crane Seed artihquake Time History Generation Rec6rd-SH-L000 (ForbInfonnation Only)

=

Os.i 0

-0.25 0 5 .10 15 20 25 30 35 .40 Time (seco~nds)

ACECO/Kewaune e.Aux Bldg B.idge*Crane Seed Earthiquake Time History. Generation

• Record SHIO00 (For InzformaAion Only)

~

.0 5' -1 0 5 10 '15 20 25 30 35 40 Time (seconds):

ACECO/Kewaunee Aux Bldg Bridge Crane Seed EarthquakeTime Hfistory Generation

-Recdrrd SHIOM0 (For Information Only)

Dnsplacenent (n) 0.

8 ..............

0.

S0; 6

v..

-0.

0 5 10 15 20 25 :30 35 40 Timle (seconds)

• Note: The seed acceleration data obtained from the referenced site did not include the required signal correction for this time history and thus the displacement time history is not base line corrected.

VsAttachment D Consulting Rev I Sheet No. D9 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #3 - NS Direction ACECO/Kewaunee Aux Bldg Blidge Crane Seed Earthquake Time History Generation

'Record TAFP21 (For Infornation, Qnly) b 0.

.,0 0 .5' 10 15 20 25 30 35 40 45 -50 55.

Time (seconds)

ACECO/Kewaunee Aux Bldg Buadge Crane Seed Earthquake Time History. Generation Record TAF021 (For Inlormatidn Only)

R '2

-2

-4

-6 0 5 10 15 20 25 30. 35 40 45' 50 55 Time (seconds).

ACECO/Kewaunee Aux Bldg Bridge Crmae Seed EarthquakeTime History Generation Record TAF021 (For.Inforiation Only) 4 2

20

-4 0 ý5 10, 15 20 25 30 35 40 45 50 55' Time (Seconds)

VABS Consulting Attachment D Rev 1 Sheet No. DIO Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #3 - Vert Direction

.ACECQO/Kewaumee Aux Bldg Btidge Crane Seed Earthquake Time History Generation Record SKRJ-P(For.Infornation Only) 6.0025

-0.0075

-60125 0 5 10 :15 20 25 30 . 35: 40 45 50 55 60 Timffe(second$)

ACECO/Kewamiee. Aux Bldg BMdge Crane Seed Earthquake Time Hfistory Generation Record SIM-UP (For Informati6n Only) 0.9

-095 0

5 10 t5 20 25 30 :35 40 45' 50 55 60 Tuine (seconds)

1. , .. ACECO/Kewaunee Aux Bldg Bridge Crane Seed .EarthquakeTim e HIistory Generation Record SKR-UP (For Information Only) 2 1ý5 0:5 0-

-05 1.5L 0 5 10 .15 20 25. 30 -35 40 45 50 55 60 Time (seconds)

Attachment D

• 4A S Consulting Rev 1 Sheet No. D11 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #4 - EW Direction ACECO[Kewarunee Aux Bldg Bridge: Crane Seed Earthquake Time HistoryGeneration Record HCH271 (FoilInformation Oily)

• a 0 3 6 9: 12 15 18 21 .24 27 30 Tim~e (secondos)

ACECO/Kewaun ee Aux Bldg Bridge. Crane Seed Earthquak e Time History Generation Record HCH271 (For ifirnuation Only)

A.4 2.

9-..

-2

-4.

0 3 :6. 9 '12 15. 18 21 24 27. 30 Ti'me (seconds).

ACECO/KewaunCe AuxBldg Bridge Crane Seed EarthquakeTimeH-listory Generation Record HCH271 (For Inforhmation Only) 0.5 05

" -0.5

-1.5 0 3 6 9 12 15 18 21 24 27 30 Time:(seconds)

Attachment D VABs Consulting Rev 1 Sheet No. D12 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #4 - NS Direction ACECO/Kewaunee Aux Bldg BMidge Crane Seed Earthquake.Time History Generation Record A-STP093 (For In*fo*nation Only)

Acceleat.on(gs)

-0.02 - --

• ~ 0

-0.02 0 5 10 15 20, 25 30 35 Time (seconds)

ACECO/Kewaunee Aux Bldg Bridge Cranie Seed Earthquake Time History Generation Record A-STP093 (For Information Only),

3, 0 5 10ý 15 20 25 30 35 Tine (seconds),

ACECO/Kcwannce :Aux Bldg'Bihidge CraneL Se ed EarlidquakeTime Hfistory. Generation

.RecordA-ST.P109.3 Tor: Informnation. Only) 0.6 0.9.........................-.......

).... ...........

........... /..............

......... ....... ..i..............

.-Displacement (in)

-1.2 0 5, 10 1,5 20ý 25: 30. 35 Time (seconds)

V St Attachment D Consulting Rev 1 Sheet No. D13 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #4 - Vert Direction ACECOf/Kewaunee Aux Bldg Blidge Crane Seed Earthquake Time History Generation Record SIL-Up (For Infonrination OP*y) 0.04 i_____ _____ _____oo____ _____

• , ;12V -!J.............  !................

0' 02"}

0.04 __ __ __

0 5 10 15 20 25 30 .35' 40 45 "50 55.

'Timne (secondls)

ACEECOfewaunee Aux Bldg Bridge Ciane Seed Earthquake Time History Generation Record SE-UP (For Information.Only)

-:5 ....

-1.5 -_

0 .5 10 .15 20o 25 30 35 40 45: '50, 55 Time (seconds)

ACECO/Kewaurnee AuxBld .lgBridge Crane Seed EarthquakeThne History Generation Record. SIL-UP .(For Infonnation Only) 0.2 ...... . . . . I

• 0...................................... ..

&-0 .4 .. .......... ......... .. .... ......... . .... ..... ......... .... . . ........

-06 Dipacmnt(n 0 .5 10 .15 20 25 30 35 "40 45, 50 55

tAttachment D

• ABt- onsulting Rev 1 Sheet No. D14 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #5 - EW Direction ACECO/Iewaun.ec Aux BldgBridge Crane Seed Earthquake Time H-istory Generation Record0 .21090 (For Infonntion Only) 0.2 Acceleratiohn(gs) ]

0 ........

_o2 I-~~~ ................

~~ I -

-0.2 ____

0 5 10 15 20 25 30 35 .40 Timne (seconds)

O/Kwaune AticBldg Bridge Crane ACE Seed Earthquake Time History Generation Record SH1090 (For 1nfo*nation Only) 2.5 -- V i.,o city (in ~ec)] . . . . . . . . . ... . . . . . . .... ........... ... ..

.1 5 ........ . . ................. ." .. .... ...................

• iiiiiiiiiiiiii...... . .......................

' 0-o 5 ........ . .......

-15

-25 0 5 10, 15 20 25 30 35 40 Time (seconds)

ACECO/Kewaunee Aux.Bldg Bridge Crane Seed EarthquakeTime History Generation 1:12 ____Distsac ement (in) F Record S111090 (For Inforimation Only)

.4. . .. . .. . . . . . . . ......................................... ....................

0.2

-02.I _ _ ___ __ _ _

0 5 IO 15 20 25 30 35 40 Time (iseconds)

• Note: The seed acceleration data obtained from the referenced site did not include the required signal correction for this time history and thus the displacement time history is not base line corrected.

V AV Attachment D ADSConsulting Rev 1 Sheet No. D15 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #5 - NS Direction ACECO/Kewaunee Aux Bldg Bridge Crane Seed Earthquake Time History Generation Record A-FELO9, (For Ifu6ifoation Only) 0.0112 u .0:0'06 0

06

-0.0 12 0 5 10 15 20 25 30' .35o 40 45 50 55.

Time (seconds)

ACECO/Kewaunee Aux Bldg Bridge Crane Seed Earthquake. Time History Generation Record A-PELO9O (For Infonnation Only).

^.

0.(

. 0.6

".0 3 ........ .......... ........

> '0. 5~~~~~~~~ __ _ ________ .....................-

-0.

.0 0 5 10 .15 20 ,25 30' 35 40 45' 50. 55 Time (seconds)

ACECO/Icewaunee. Aux Bldg Blidge Crane Sied FarthquakeTine History Generation Record A-FELO90 (For informnation Only) 0.

4

-02 0

2 4

6 0 .5 10 15 20 25 3Q 35 40. 45 '50 55

Tie (seconds)

~ Consulting .Attachment D Rev 1 Sheet No. D16 Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By M.C.Ozbey Date 5/22/08 Calc. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked W.Sawruk Date 5/23/08 Seed Time History Data Set #5 - Vert Direction ACECO/Kewaune. Aux Bldg Bidge Crane Seed'Earthquake .Tin -HistoryGeneration Record A-PE:-UP ,(For Information Only) 0.904

.P1602 0

2 0.6 0,00 6

0 .5' 10 15 .20 25. 30' -35 " '40 .45, 50. 55 Time (secRnds)

ACECO/IJewaunee:Aux BIdg Bidge Crane Seed Earthquake Time Hlistory Generation Record A-PEL-UP (For Informnation Only)

.04 0.6 i S02 0 5 10 15 20 35 30 35 .40 45: ý50 55 Timne,(seconds)

ACECO/Kewaunee Aux Bldg BMdge Crane Seed EarthquakeTine History Generation Record A-PEL:UP (For lIsformation Only) 0;4

,0.2

-0 0 5 10 15 20 .25 30' ý35 40 45 :50 55 Timne (Secqnds)

4. I-Attachment E VABS Consulting Rev 1 Sheet No. El Job No. 1886592 Job ACECO - Kewaunee Aux Bldg Bridge Crane By P. Streeter Date 5/27/08 Caic. No. 1886592-C-001 Subj Generation of Artificial Seismic Time Histories Checked Date NQP-02 Review Guidelines Review Checklist Document Number: 1886592-C-001 Review Scope: Entire Calculation Review Method: F X Design Reviefll Alternate Calculation r Test Criteria Checker 1 Were the inputs correctly selected and incorporated into design? Yes Are assumptions necessary to perform the design activity adequately described and

2. reasonable? Where necessary, are the assumptions identified for subsequent re- Yes

____ verifications when the detailed design activities are completed?

3. Are the appropriate quality and quality assurance requirements specified? Yes

4. Are the applicable codes, standards and regulatory requirements including issue and Yes addenda properly identified and are their requirements for design met?

5. Have applicable construction and operating experience been considered? Yes

6. Have the design interface requirements been satisfied? Yes

7. Was an appropriate design method used? Yes

8. Is the output reasonable compared to inputs? Yes

9. Are the specified parts, equipment, and processes suitable for the required application? N/A

10. Are to whichmaterials the specified conditions compatible the material will be with each other and the design environmental exposed? N/A

11. Have adequate maintenance features and requirements been specified? N/A

12. Are accessibility and other design provisions adequate for performance of needed N/A maintenance and repair?

13. Has to beadequate accessibility required during beenlife?provided to perform the in-service inspection expected N/A the plant

14. Has the design properly considered radiation exposure to the public and plant N/A personnel?

15. _

Are the acceptance criteria incorporated in the design documents sufficient to allow verification that design requirements have been satisfactorily accomplished?

Yes

16. Have adequate pre-operational and subsequent periodic test requirements been N/A Iappropriately specified?

17. Are adequate handling, storage, cleaning and shipping requirements specified? N/A

18. Are adequate identification requirements specified? N/A

19. Are requirements for record preparation review, approval,, retention, etc., adequately Yes specified?

Checker shall initial indicating review and mark N/A where not applicable Review Completed by: Date: 27-May-08 Paul Streeter

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