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	Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions
	Chen, Kai; Zou, Degao; Kong, Xianjing; Zhou, Yang
刊名	SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
	2018
卷号	114页码:51-68
关键词	Scaled boundary polyhedron finite element method Concurrent Cross-scale modelling Elasto-plastic analysis Complex geotechnical structures Mega projects
ISSN号	0267-7261
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/3258808
专题	大连理工大学
作者单位	Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China.,Dalian Univ Technol, Sch Hydraul Engn, Dalian 116024, Liaoning, Peoples R China.
推荐引用方式 GB/T 7714	Chen, Kai,Zou, Degao,Kong, Xianjing,et al. Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,114:51-68.
APA	Chen, Kai,Zou, Degao,Kong, Xianjing,&Zhou, Yang.(2018).Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,114,51-68.
MLA	Chen, Kai,et al."Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 114(2018):51-68.

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