Dynamic response analysis of composite soil nailed wall under earthquake

doi:10.4028/www.scientific.net/AMR.915-916.114

CORC > 兰州理工大学 > 兰州理工大学

	Dynamic response analysis of composite soil nailed wall under earthquake
	Wang, Xue Lang 1,2,3
	2014
会议日期	March 8, 2014 - March 9, 2014
会议地点	Zhuhai, China
关键词	Dynamic response Earthquakes Finite element method 3-D FEM Analysis Design and construction Dynamic response analysis Earthquake action Finite element software Soil nailed wall Variation principle
卷号	915-916
DOI	10.4028/www.scientific.net/AMR.915-916.114
页码	114-121
英文摘要	In this paper, with the help of the finite element software ADINA, an actual composite soil nailed wall was solved. The dynamic response of the composite soil nailed wall is analyzed and discussed under the EL-Centro and man-made Lanzhou accelerogram. And the variation principles of the soil nailed wall which subjected to the earthquake, and the earthquake coupled with pore pressure, are demonstrated respectively. The results of the FEM dynamic analysis can be a useful reference for engineers of the design and construction of the composite soil nailed wall. © (2014) Trans Tech Publications, Switzerland.
会议录	Advanced Materials Research
会议录出版者	Trans Tech Publications
语种	英语
ISSN号	10226680
内容类型	会议论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/117832]
专题	兰州理工大学土木工程学院
作者单位	1.Gansu Construction Vocational Technical College, Lanzhou 730050, China; 2.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 3.Gansu Jianyuan Architectural Design Institute Co., Ltd, China;
推荐引用方式 GB/T 7714	Wang, Xue Lang. Dynamic response analysis of composite soil nailed wall under earthquake[C]. 见:. Zhuhai, China. March 8, 2014 - March 9, 2014.