Reserve seismic capacity determination of a nuclear power plant braced frame with piping
Description:
A typical diagonal braced steel frame was developed to determine the amount of reserve capacity that is available beyond elastic design levels. The frame was analyzed first using elastic static and dynamic analyses. The loadings included dead and live load, an equivalent static lateral earthquake load, two response spectra and a suite of eight earthquake time history records. The response spectra used were the Housner and Regulatory Guide 1.60. The time histories represented different site cond…
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Date:
February 27, 1979
Creator:
Nelson, T.A.
Item Type:
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Partner:
UNT Libraries Government Documents Department