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