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	Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach
	Hongbing Chen; Mahadi Masud; Jamshaid Sawab; Hsuan Wen Huang; Bin Xu; Y.L. Mo; Thomas T.C. Hsu
刊名	Engineering Structures
	2019
卷号	Vol.180页码:400-418
关键词	Bridge substructure Non-contact splices Interface between column and drilled shaft Splice spacing FEM simulation Multiscale modeling Lap length Stirrup ratio Concrete strength
ISSN号	0141-0296
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/4608392
专题	湖南大学
作者单位	1.d Key Laboratory for Structural Engineering and Disaster Prevention of Fujian Province, Xiamen 361021, China 2.Department of Civil & Environmental Engineering, University of Houston, Houston 77204-4006, USA 3.College of Civil Engineering, Huaqiao University, Xiamen 361021, China a College of Civil Engineering, Hunan University, Changsha 410082, China
推荐引用方式 GB/T 7714	Hongbing Chen,Mahadi Masud,Jamshaid Sawab,et al. Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach[J]. Engineering Structures,2019,Vol.180:400-418.
APA	Hongbing Chen.,Mahadi Masud.,Jamshaid Sawab.,Hsuan Wen Huang.,Bin Xu.,...&Thomas T.C. Hsu.(2019).Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach.Engineering Structures,Vol.180,400-418.
MLA	Hongbing Chen,et al."Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach".Engineering Structures Vol.180(2019):400-418.

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