QQ客服 官方微博 反馈留言

	Practical formulas towards distortional buckling failure analysis for steel–concrete composite beams
	Zhou, Wang-Bao; Li, Shu-Jin; Yan, Wang-Ji*
刊名	The Structural Design of Tall and Special Buildings
	2016
卷号	25期号:18页码:1055-1072
关键词	composite beam distortional buckling moment gradient negative moment elastic foundation beam method
ISSN号	1541-7808
DOI	10.1002/tal.1297
URL标识	查看原文
WOS记录号	WOS:000388633400003;EI:20162802573473
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3389092
专题	武汉理工大学
作者单位	[Zhou, Wang-Bao] Guangzhou Univ, Sch Civil Engn, Guangzhou, Guangdong, Peoples R China.
推荐引用方式 GB/T 7714	Zhou, Wang-Bao,Li, Shu-Jin,Yan, Wang-Ji*. Practical formulas towards distortional buckling failure analysis for steel–concrete composite beams[J]. The Structural Design of Tall and Special Buildings,2016,25(18):1055-1072.
APA	Zhou, Wang-Bao,Li, Shu-Jin,&Yan, Wang-Ji*.(2016).Practical formulas towards distortional buckling failure analysis for steel–concrete composite beams.The Structural Design of Tall and Special Buildings,25(18),1055-1072.
MLA	Zhou, Wang-Bao,et al."Practical formulas towards distortional buckling failure analysis for steel–concrete composite beams".The Structural Design of Tall and Special Buildings 25.18(2016):1055-1072.

个性服务

查看访问统计

相关权益政策

暂无数据

收藏/分享

除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。