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	Distortional buckling of I-steel concrete composite beams in negative moment area
	Zhou, Wangbao*; Li, Shujin; Huang, Zhi; Jiang, Lizhong
刊名	Steel and Composite Structures
	2016
卷号	20期号:1页码:57-70
关键词	steel concrete composite beams distortional buckling rotational restraint stiffness lateral restraint stiffness elastic foundation beam method
ISSN号	1229-9367
DOI	10.12989/scs.2016.20.1.057
URL标识	查看原文
WOS记录号	WOS:000372603200004;EI:20161102108497
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3376504
专题	武汉理工大学
作者单位	1.[Zhou, Wangbao 2.Li, Shujin] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China.
推荐引用方式 GB/T 7714	Zhou, Wangbao*,Li, Shujin,Huang, Zhi,et al. Distortional buckling of I-steel concrete composite beams in negative moment area[J]. Steel and Composite Structures,2016,20(1):57-70.
APA	Zhou, Wangbao*,Li, Shujin,Huang, Zhi,&Jiang, Lizhong.(2016).Distortional buckling of I-steel concrete composite beams in negative moment area.Steel and Composite Structures,20(1),57-70.
MLA	Zhou, Wangbao*,et al."Distortional buckling of I-steel concrete composite beams in negative moment area".Steel and Composite Structures 20.1(2016):57-70.

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