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	Study of a new macro-finite element model for seismic performance of RC shear walls using quasi-static experiments
	Li, HH; Li, B
刊名	ADVANCES IN STRUCTURAL ENGINEERING
	2006
卷号	9页码:173-184
关键词	shear wall quasi-static test hysteretic curve seismic performance macro-finite element model
ISSN号	1369-4332
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/5695546
专题	大连理工大学
作者单位	1.Dalian Univ Technol, Dept Civil Engn, Dalian, Peoples R China. 2.Shenyang Jianzhu Univ, Dept Civil Engn, Shenyang, Peoples R China.
推荐引用方式 GB/T 7714	Li, HH,Li, B. Study of a new macro-finite element model for seismic performance of RC shear walls using quasi-static experiments[J]. ADVANCES IN STRUCTURAL ENGINEERING,2006,9:173-184.
APA	Li, HH,&Li, B.(2006).Study of a new macro-finite element model for seismic performance of RC shear walls using quasi-static experiments.ADVANCES IN STRUCTURAL ENGINEERING,9,173-184.
MLA	Li, HH,et al."Study of a new macro-finite element model for seismic performance of RC shear walls using quasi-static experiments".ADVANCES IN STRUCTURAL ENGINEERING 9(2006):173-184.

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