Seismic performance of a flexural failure type reinforced concrete bridge column based on E-Defense excitation

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作者：
Department of Civil Engineering, Tokyo Institute of Technology, O-Okayama, Meguro, Tokyo, 152-8552, Japan [1 ]
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来源：
Doboku Gakkai Ronbunshuu A | 2009年 / 2卷 / 267-285期
基金：
日本学术振兴会;
关键词：
Seismic design;
D O I：
10.2208/jsceja.65.267
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