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	Performance of single-coped beam with slender web and quantification of local web buckling strength
	Michael C.H. Yam; Ke Ke; Angus C.C. Lam; Qingyang Zhao
刊名	Thin-Walled Structures
	2019
卷号	Vol.144页码:106355
关键词	Single-coped beam Slender web Local web buckling Post-buckling behaviour Finite element analysis Parametric study
ISSN号	0263-8231
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4747579
专题	湖南大学
作者单位	1.b Department of Building and Real Estate, The Hong Kong Polytechnic University, Hong Kong, China a Hunan Provincial Key Laboratory for Damage Diagnosis of Engineering Structures, Hunan University, Changsha, China 2.Department of Civil and Environmental Engineering, University of Macau, Macau, China 3.Chinese National Engineering Research Centre for Steel Construction , The Hong Kong Polytechnic University, Hong Kong, China
推荐引用方式 GB/T 7714	Michael C.H. Yam,Ke Ke,Angus C.C. Lam,et al. Performance of single-coped beam with slender web and quantification of local web buckling strength[J]. Thin-Walled Structures,2019,Vol.144:106355.
APA	Michael C.H. Yam,Ke Ke,Angus C.C. Lam,&Qingyang Zhao.(2019).Performance of single-coped beam with slender web and quantification of local web buckling strength.Thin-Walled Structures,Vol.144,106355.
MLA	Michael C.H. Yam,et al."Performance of single-coped beam with slender web and quantification of local web buckling strength".Thin-Walled Structures Vol.144(2019):106355.

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