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	Effect of Column Base Behavior on Seismic Performance of Multi-Story Steel Moment Resisting Frames
	Cui, Y.; Wang, F.; Yamada, S.
刊名	International Journal of Structural Stability and Dynamics
	2019
卷号	19
关键词	Deterioration Energy dissipation Plastic deformation Rigid structures Seismic waves Seismology Steel beams and girders Stiffness Structural frames, Column base Incremental dynamic analysis Nonlinear time history analysis Plastic deformation capacities Plastic energy dissipation Rotation stiffness Seismic Performance Steel moment resisting frame, Columns (structural)
ISSN号	02194554
URL标识	查看原文
WOS记录号	[DB:DC_IDENTIFIER_WOSID]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3220147
专题	大连理工大学
作者单位	1.State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China 2.Institute of Innovative Research, Tokyo Institute of Technology, Japan
推荐引用方式 GB/T 7714	Cui, Y.,Wang, F.,Yamada, S.. Effect of Column Base Behavior on Seismic Performance of Multi-Story Steel Moment Resisting Frames[J]. International Journal of Structural Stability and Dynamics,2019,19.
APA	Cui, Y.,Wang, F.,&Yamada, S..(2019).Effect of Column Base Behavior on Seismic Performance of Multi-Story Steel Moment Resisting Frames.International Journal of Structural Stability and Dynamics,19.
MLA	Cui, Y.,et al."Effect of Column Base Behavior on Seismic Performance of Multi-Story Steel Moment Resisting Frames".International Journal of Structural Stability and Dynamics 19(2019).

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