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	Wind-induced collapse analysis of long-span transmission tower-line system considering the member buckling effect
	Tian, Li; Pan, Haiyang; Qiu, Canxing; Ma, Ruisheng; Yu, Qiqi
刊名	ADVANCES IN STRUCTURAL ENGINEERING
	2019
卷号	22期号:1页码:30-41
关键词	collapse analysis incremental dynamic analysis long-span transmission tower-line system Marshall model wind
DOI	10.1177/1369433218774961
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/4542682
专题	山东大学
作者单位	1.Shandong Univ, Sch Civil Engn, Jinan 250061, Shandong, Peoples R China. 2.Curtin
推荐引用方式 GB/T 7714	Tian, Li,Pan, Haiyang,Qiu, Canxing,et al. Wind-induced collapse analysis of long-span transmission tower-line system considering the member buckling effect[J]. ADVANCES IN STRUCTURAL ENGINEERING,2019,22(1):30-41.
APA	Tian, Li,Pan, Haiyang,Qiu, Canxing,Ma, Ruisheng,&Yu, Qiqi.(2019).Wind-induced collapse analysis of long-span transmission tower-line system considering the member buckling effect.ADVANCES IN STRUCTURAL ENGINEERING,22(1),30-41.
MLA	Tian, Li,et al."Wind-induced collapse analysis of long-span transmission tower-line system considering the member buckling effect".ADVANCES IN STRUCTURAL ENGINEERING 22.1(2019):30-41.

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