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U.S. Department of Energy
Office of Scientific and Technical Information

Dynamic response of blowdown suppression tank shielding structure. Supplement 1

Technical Report ·
OSTI ID:5655874
A detailed analysis has been performed to determine the maximum displacement at the top of the LOFT suppression tank shielding structure due to SSE bedrock loading. A maximum displacement of .05 inch occurs at the top of the structure. The results of this analysis demonstrate that the differential movement between the blowdown piping located on the MTA and the BST shielding wall is negligible. A finite element code, SAP IV, was used to calculate the displacements of the shielding structure due to a response spectra representation of the seismic loading. A copy of that output is provided as an Attachment.
Research Organization:
EG and G Idaho, Inc., Idaho Falls (USA)
DOE Contract Number:
AC07-76ID01570
OSTI ID:
5655874
Report Number(s):
EGG/LTR-112-88-Suppl.1; ON: DE85015459
Country of Publication:
United States
Language:
English