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	Investigate on axial load behaviors of T-shaped CFT stub columns with binding bars (CPCI-S收录)
	Zheng, Xinzhi[1,2]; Zheng, Xinhua[3]
会议名称	ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4
关键词	T-shaped concrete-filled steel tube binding bar bearing capacity ductility finite element member
URL标识	查看原文
内容类型	会议论文
URI标识	http://www.corc.org.cn/handle/1471x/2043559
专题	华南理工大学
作者单位	1.[1]Guangzhou City Construct Coll, Guangzhou, Guangdong, Peoples R China 2.[2]South China Univ Technol, Guangzhou, Peoples R China 3.[3]Zhengzhou Univ Light Ind, Zhengzhou, Peoples R China
推荐引用方式 GB/T 7714	Zheng, Xinzhi[1,2],Zheng, Xinhua[3]. Investigate on axial load behaviors of T-shaped CFT stub columns with binding bars (CPCI-S收录)[C]. 见:ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4.

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