耐震 (1)

[V-69] Effects of Differences in Nonlinear Analysis Models on Seismic Response Behaviors at Gate Piers of Dam

Yoshiki Matsuoka¹, *Masayoshi Sawane², Yasuyuki Nakanishi² (1. The Kansai Electric Power Company, 2. NEWJEC)

Keywords:gate piers of dam, low reinforcement ratio, round bars, hysteretic characteristics, seismic response analysis