Seismic response study on a multi-span cable-stayed bridge scale model under multi-support excitations. Part II: Numerical analysis

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作者：
State Key Lab for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China [1 ]
不详 [2 ]
不详 [3 ]
机构：
[1] Zhou, Rui
[2] Zong, Zhou-Hong
[3] Huang, Xue-Yang
[4] Xia, Zhang-Hua
来源：
Zhou, R. (zhourui_88@163.com) | 1600年 / Zhejiang University卷 / 15期
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Failure modes;
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