Presentation Information
[V-273]Residual seismic performance of a single-column RC pier subjected to pulsive seismic loads
*Yasuhiro Okoshi1, Gaku Shoji2 (1. KUMAGAI GUMI CO.,LTD., 2. University of Tsukuba)
Keywords:
Multiple seismic loads,Pulse,Reduction rate of equivalent stiffness,Limit state,Static seismic response experiment
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