Multiple-Spring Model for Square-Section Steel Bridge Columns under Bidirectional Seismic Load

作者: Ji Dang , Huihui Yuan , Akira Igarashi , Tetsuhiko Aoki

DOI: 10.1061/(ASCE)ST.1943-541X.0001735

关键词:

摘要: AbstractIn this study, the multiple-spring (MS) model with curve-approximated hysteresis rule is proposed for nonlinear seismic response simulation of bidirectionally loaded hollow square-s...

参考文章(11)
日本道路協会, Specifications for highway bridges 日本道路協会 , 丸善株式会社出版事業部(発売). ,(1984)
Shing‐Sham Lai, George T. Will, Shunsuke Otani, Model for Inelastic Biaxial Bending of Concrete Members Journal of Structural Engineering. ,vol. 110, pp. 2563- 2584 ,(1984) , 10.1061/(ASCE)0733-9445(1984)110:11(2563)
Eiichi WATANABE, Kunitomo SUGIURA, Walter O. OYAWA, EFFECTS OF MULTI-DIRECTIONAL DISPLACEMENT PATHS ON THE CYCLIC BEHAVIOUR OF RECTANGULAR HOLLOW STEEL COLUMNS Doboku Gakkai Ronbunshu. ,vol. 2000, pp. 79- 95 ,(2000) , 10.2208/JSCEJ.2000.647_79
Toshiki ISHIZAWA, Masashi IURA, ONE-DIMENSIONAL ANALYSIS OF BOX SECTION STEEL BRIDGE PIERS Doboku Gakkai Ronbunshuu A. ,vol. 62, pp. 288- 299 ,(2006) , 10.2208/JSCEJA.62.288
Lizhi JIANG, Yoshiaki GOTO, Makoto OBATA, MULTIPLE SPRING MODEL FOR 3D-HYSTERETIC BEHAVIOR OF THIN-WALLED CIRCULAR STEEL PIERS Doboku Gakkai Ronbunshu. ,vol. 2001, pp. 1- 17 ,(2001) , 10.2208/JSCEJ.2001.689_1
Lizhi Jiang, Yoshiaki Goto, Makoto Obata, HYSTERETIC MODELING OF THIN-WALLED CIRCULAR STEEL COLUMNS UNDER BIAXIAL BENDING Journal of Structural Engineering-asce. ,vol. 128, pp. 319- 327 ,(2002) , 10.1061/(ASCE)0733-9445(2002)128:3(319)
Ji Dang, Huihui Yuan, Akira Igarashi, Tetsuhiko Aoki, Curve-Approximated Hysteresis Model for Steel Bridge Columns Journal of Structural Engineering-asce. ,vol. 140, pp. 04014058- ,(2014) , 10.1061/(ASCE)ST.1943-541X.0000970
Yoshiaki GOTO, Kunsheng JIANG, Makoto OBATA, HYSTERETIC BEHAVIOR OF THIN-WALLED STIFFENED RECTANGULAR STEEL COLUMNS UNDER CYCLIC BI-DIRECTIONAL LOADING Doboku Gakkai Ronbunshuu A. ,vol. 63, pp. 122- 141 ,(2007) , 10.2208/JSCEJA.63.122
Yoshiaki GOTO, Ryosuke KOYAMA, Yusuke FUJII, Makoto OBATA, ULTIMATE STATE OF THIN-WALLED STIFFENED RECTANGULAR STEEL COLUMNS UNDER BI-DIRECTIONAL SEISMIC EXCITATIONS Doboku Gakkai Ronbunshuu A. ,vol. 65, pp. 61- 80 ,(2009) , 10.2208/JSCEJA.65.61