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HANFORD DOUBLE SHELL TANK THERMAL AND SEISMIC PROJECT SEISMIC ANALYSIS IN SUPPORT OF INCREASED LIQUID LEVEL IN 241-AP TANK FARMS
Author(s) -
Thomas C. Mackey,
F. G. Abatt,
M. Rinker
Publication year - 2009
Language(s) - English
Resource type - Reports
DOI - 10.2172/959041
Subject(s) - dome (geology) , shell (structure) , structural engineering , spring (device) , engineering , judgement , geotechnical engineering , geology , law , civil engineering , paleontology , political science
The essential difference between Revision 1 and the original issue of this report is in the spring constants used to model the anchor bolt response for the anchor bolts that tie the steel dome of the primary tank to the concrete tank dome. Consequently, focus was placed on the changes in the anchor bolt responses, and a full reevaluation of all tank components was judged to be unnecessary. To confirm this judgement, primary tank stresses from the revised analysis of the BES-BEC case are compared to the original analysis and it was verified that the changes are small, as expected

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