ML20202B318

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Rev 0 to Calculation 100031-C-06, Project Specific Verification of Computer Code Super Sassi/Pc
ML20202B318
Person / Time
Site: North Anna  Dominion icon.png
Issue date: 06/13/1997
From:
EQE INTERNATIONAL
To:
Shared Package
ML20202B006 List:
References
100031-C-06, 100031-C-06-R00, 100031-C-6, 100031-C-6-R, NUDOCS 9712030095
Download: ML20202B318 (23)
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CALCULATION COVER SHEET

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100031-C-06 Project:

North Anna SSI Analysis ofISFSI Pad Calculation

Title:

Project Specific Verification of Computer Code Super SASSI/PC

References:

See page 21 Attechments:

See Table of Contents, page 2 Total Number of Pages (including Cover Sheet):

23 Revision Approval Number Date Description of Revision Originator Checker Approver 0

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2-JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY VMO DATE 0' I CALC NO. 100031C06R0 SUBJECT Project Specific Verification of SASSI/PC CHK'D M DATE N/f TABLE OF CONTENTS Page C ALC U LATl O N C OVE R S H E ET.......................................................................................................... 1 TA B L E O F C O NT E NTS...................................................................................................................

1.0 PURPOSE..........................................................................................................................3 2.0 ANALYSES.....,......................................................................................................................4 3.0RESULTS.....................................................................................................................................6 4.0REFERENCSS...........................................................................................................................21 ATTACHMENT A: COMPUTER INPUT AND OUTPUT FlLES.....................................................1 PAGE ATTAC H M EN T B: DIGITIZED FILES......................................................................... 1 C D + 1 PAG E 1

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1.0 Purpose The purpose of this calculation is to document the verification of the PC version of the i

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. A model formed by plates and beams was analyzed using the PC version of SASSI and the EQE QA verified version of program CLASSI [2].The structural model is shown in Figure 2-1.

The soil corresponded to an uniform half space with shear wave velocity of 500 fps.

For comparison purposes, in-structure acceleration response spectra at various elevadons and plate stress time histories were calculated using both programs and then platted together.

~ Print-outs of the input and output files are not included in this calculation; however, all the files are included in a CD in Appendix B.

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CALC. NO.100031C06RO SUBJECT Project Soecific venfication of SASSl/PC CHK'D N DATE N / N 3.0 Results In-structure acceleration response spectra at 5% damping and stress time histories were used as the response quareities to verify that SASSI/PC gives.similar results that a QA verified. soil-structure interactior, program, kshould be noted that SASSI and CLASSI have a differsnt theoretical approach. It was decided that this would be a more meaningful comparison than the comparison of results generated by SASSI runnmg in two different type of computers.

Figure 3-1 shows the location where the stresses were calculated (moments and forces for beams, moments per unit length and in-plane stresses for plates), beam 2 and plate 160.

Figures 3-2,3-3, and 3-4 show the comparison of the in-structure acceleration response spectra at the foundation level, at the top of the box, and at the top of the beam, respectively. It should be noted the good agreement between the two sets of results. Since the two program use different theoretical and numerical approaches, exact coincidence should not be expected.

Figures 3-5,3-6, and 3-7 show the time histories of the plate in-plane stresses. Figures 3-8 and 3-9 show the time histories of the plate bending moments (per unit length). CLASSI and SASSI/PC give very similar results for the whole duration of the time histories.

Figures 3-10,3-11,3-12 show the forces, axial and shear, in a beam element. Figures 3-13 and 3-14 show the bending moments in that beam elements. Again,it can be concluded that CLASSI and SASSI/PC give very similar results for the whole duration of the time histories.

Thus, it is concluded that SASSI/PC gives similar results than the QA verified computer code CLASSI for soil-structure interaction analysis.

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1. SUPER SASSI/PC Complete Dynamic Soll Structure Interaction Analysis System on Personal Computers. May 1996.

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2. EQE QA Verified CLASSI Series of Programs: GLAY version 1.3P,INSSIN version 2.0P, -

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A1 JOB NO.10003101 JOB North Anna SSI Ann'vsis ofISFSI Pad BY hO DATE h!/ //

CALC. NO.100031C06R0 SUBJECT Proieet Specific Venfication of S$SSI/PC _CHK'O DATE #/13N1 ATTACHMENT A COMPUTER INPUT AND OUTPUT FILES File Name Description Pages Date No hard copies of the input and output files have been included in this appendix.

TOTAL PAGES, INCLUDING COVER 1 Sheets SHEET Note: Signature at the top of this sheet signifies that all contained document:, have been verified.

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,e ATTACHMENT B DIGITIZED FILES File Name Description Date The complete set of input and output files for CLASSI and SASSI/PC have been saved in the CD included in this appendix.

TOTAL PAGES, INCLUDING COVER 1 CD and 1 Sheet SHEET Note: Signature at the top of this sheet signifies that all contained documents have been verified.

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