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	Comparative numerical analysis on dynamic effects of underground large scale frame structures under seismic waves
	Qiu, Dapeng; Chen, Jianyun; Xu, Qiang
刊名	TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
	2019
卷号	83页码:35-50
关键词	Underground large scale frame structure 3-D viscous-spring artificial boundary Structural inertial forces Dynamic vibration Relative stiffness
ISSN号	0886-7798
URL标识	查看原文
WOS记录号	[DB:DC_IDENTIFIER_WOSID]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3220458
专题	大连理工大学
作者单位	1.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China. 2.Dalian Univ Technol, Fac Infrastruct Engn, Inst Earthquake Engn, Dalian, Peoples R China. 3.Dalian Univ Technol, Room 205,Expt 4, Dalian 116024, Peoples R China.
推荐引用方式 GB/T 7714	Qiu, Dapeng,Chen, Jianyun,Xu, Qiang. Comparative numerical analysis on dynamic effects of underground large scale frame structures under seismic waves[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2019,83:35-50.
APA	Qiu, Dapeng,Chen, Jianyun,&Xu, Qiang.(2019).Comparative numerical analysis on dynamic effects of underground large scale frame structures under seismic waves.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,83,35-50.
MLA	Qiu, Dapeng,et al."Comparative numerical analysis on dynamic effects of underground large scale frame structures under seismic waves".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 83(2019):35-50.

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