多方向同時加振実験による連続高架橋全体系の


限界状態の解明と動的耐震照査法の確立


-Cooperative research program between Nagoya Institute of Technology and Tongji University-

論文

Goto, Y., Wang, Q.Y. and Obata, M. (1998). “FEM analysis for hysteretic behavior of thin-walled columns”, J. Struct. Eng., 10.1061/(ASCE)0733-9445(1998)124:11(1290), 1290-1301.

Goto,Y, Jiang, K., and Obata, M.(2006). “Stability and ductility of thin-walled circular steel columns under cyclic bidirectional loading”, J. Struct. Eng., 10.1061/(ASCE)0733-9445(2006)132:10(1621), 1621–1631.

Obata, M. and Goto, Y. (2007). “Development of multidirectional structural testing system applicable to pseudodynamic test”, J. Struct. Eng., 10.1061/(ASCE)0733-9445(2007)133:5(638), 628-645.

Goto,Y, Muraki,K. and Obata, M.(2009). “Ultimate state of thin-walled circular steel columns under bidirectional seismic accelerations”, J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000076, 1481-1490.

Goto, Y., Ghosh, P. K., and Kawanish, N. (2010). “Nonlinear finite element analysis for hysteretic behavior of thin-walled circular steel columnswith in-filled concrete.” J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000240, 1413–1422.

Goto, Y., Mizuno, K., and Ghosh, P. K. (2012). “Nonlinear finite element analysis for cyclic behavior of thin-walled stiffened rectangular steel columns with in-filled concrete.” J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000504, 571–584.

Goto, Y., Ebisawa, T., and Lu, X.(2013). “Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads”, J.Struct. Eng., doi: 10.1061/(ASCE)ST.1943-541X.0000904, 04013105.

Goto, Y. (2014). ”Chapter 10 Seismic design of thin-walled steel and CFT piers”, Bridge Engineering Handbook, Seismic Design, edited by Wai-Fah. Chen & Lian Duan, 2nd edition, CRC press, pp.337-380, ISBN 978-1-4398-5218-7.

Goto, Y. , Ebisawa, T., Lu, X., and Lu, W. (2014). “Ultimate State of Thin-Walled Circular Steel Columns Subjected to Biaxial Horizontal Forces and Biaxial Bending Moments Caused by Bidirectional Seismic Accelerations“, J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0001067, 04014122.

後藤芳顯,海老澤健正,奥村徹,松澤陽,小畑誠,Li, J.,Xu, Y. (2014),水平2方向加振を受ける連続高架橋模型における橋脚,ゴム支承,上部構造の連成とその終局挙動について,第17回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集,431-438.

奥村徹,後藤芳顯,海老澤健正,小畑誠,Li, J.,Xu, Y. (2015),鋼製橋脚で支持された連続高架橋における積層ゴム支承の水平2方向地震動下の挙動特性,第18回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集,49-56.

海老澤健正,後藤芳顯,小畑誠,Li, J.,Xu, Y. (2015),円形断面鋼製橋脚を持つ連続高架橋の2方向加振実験のFE解析と終局挙動特性,第18回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集,57-64.


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