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	3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions
	Qiu, Dapeng; Chen, Jianyun; Xu, Qiang
刊名	TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
	2019
卷号	91
关键词	Underground large scale frame structure 3-D viscous-spring boundary Near-fault ground motion Soil deformation Structural vibration Soil-structure interaction
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/3231197
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.
推荐引用方式 GB/T 7714	Qiu, Dapeng,Chen, Jianyun,Xu, Qiang. 3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2019,91.
APA	Qiu, Dapeng,Chen, Jianyun,&Xu, Qiang.(2019).3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,91.
MLA	Qiu, Dapeng,et al."3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 91(2019).

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