ML20237K046
| ML20237K046 | |
| Person / Time | |
|---|---|
| Site: | Hatch  |
| Issue date: | 08/18/1987 |
| From: | Tan C Office of Nuclear Reactor Regulation |
| To: | Crocker L Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8708270029 | |
| Download: ML20237K046 (71) | |
Text
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[ Distribution *w/o enclosure Central FileMLReiter
- Local /NRC PDR CPTan
- ESGB Rdg File
- GBagchi
- MEMORANDUM FOR:
L. Crocker, Project Manager Project Directorate II-3 Division of Reactor Projects I/II FROM:
C. P. Tan, Civil Engineer Structural and Geosciences Branch Division of Engineering and Systems Technology
SUBJECT:
SUMMARY
OF MEETINGS WITH DR. JAMES JOHNSON OF EQE CONSULTANT TO LLNL A meeting with Dr. James Johnson of EQE consultant to LLNL was held in Room P1114-8 on June 24, 1987 to discuss the status of the LLNL technical assistance project on Hatch Units 1 and 2 seismic design audit. Dr. Johnson described the status of-the project and presented the findings to date in his independent review of Hatch 1 and 2 seismic analysis and design.
The meeting was attended by myself, L. Reiter, Chief of the Geosciences Section and G.
Bagchi, Acting Chief of ESGB. A copy of the viewgraphs used in the presentation is enclosed.
- 4. f. Y C. P. Tan, Civil Engineer Qs2Joh29s p
- [
Structural and Geosciences Branch n0 Division of Engineering and Systems Technology
Enclosure:
As stated cc:
J. Richardson w/o enclosure B. Youngblood w/o enclosure CONTACT:
C. P. Tan, X29444 l
Y hb ESGB: DEST 4['T ESGB: EST ESGB: DEST CPTan:jch LR 1-r GBagchi 8//(/87 8/ g 87 8/tV/87
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REVIEW OF SEISMIC ANALYSIS AND DESIGN OF HATCH UNITS 1 AND 2:
STATUS REPORT Presented to US NRC Nuclear Reactor Regulation Presented by James J. Johnson June 24,1987
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L THIS PRESENTATION WILL DISCUSS THE FOLLOWING k
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- BACKGROUND
- REVIEW OF HATCH DESIGN 1-e HATCH STRUCTURES e SEISMIC ANALYSIS PROCEDURES e UNITS 1 AND 2
- ORIGINAL AND REANALYSIS
- HATCH SITE CHARACTERISTICS
- INDEPENDENT SEISMIC ANALYSES e REACTOR BUILDING
- CONTROL BUILDING l-e RESULTS AND CONCLUSIONS e NEXT STEPS
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I THE HATCH REVIEW ENCOMPASSES SEVERAL ISSUES f
e UNITS 1 AND 2 SEISMIC DESIGN CRITERIA e IN - STRUCTURE SPECTRA PEAK BROADENING
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e UTILITY REANALYSIS e UPGRADE MODELS e REMOVE EXCESS CONSERVATISM
- GENERATE FLOOR RESPONSE SPECTRA e COMPARE WITH ORIGINAL DESIGN SPECTRA e EVALUATION e DVRC DAMP!NG FOR PIPING e UNIT 1 DESIGN GROUND RESPONSE SPECTRA
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g INFORMATION FOR THIS EVALUATION WAS PROVIDED AS FOLLOWS:
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- INITIAL REQUEST SEPTEMBER 11,1986
- SOIL PROFILE, FOUNDATION DATA
- DAMPING -- PROCEDURES, VALUES
- FLOOR RESPONSE SPECTRA COMPkRISON
- DYNAMIC MODEL -- DG BLDG
- SEISMIC ANALYSIS METHODS COMPARISON
- NOVEMBER 13,1986
- FOLLOW - UP REQUEST DECEMBER 15,1986
- SOIL PROFILE
- DYNAMIC MODELS -- RB UNIT 1, CONTROL
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BLDG, INTAKE STRUCTURE
- ARTIFICIAL ACCELERATION TIME HISTORIES -- UNITS 1 AND 2
- MARCH 4,1987 i
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STRUCTURE
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e PERFORM EVALUATION OF REACTOR BUILDING, CONTROL BUILDING, DIESEL GENERATOR BUILDING, AND INTAKE STRUCTURE FOR NRC SPECIFIED SITE SPECIFIC SPECTRA e DOCUMENT RESULTS AND CONCLUSIONS i
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