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	A semi-analytical method for vibrations of a layered transversely isotropic ground-track system due to moving train loads
	BA, Z.; Liang, J.; Lee, V.W.; Gao, Y.
刊名	Soil Dynamics and Earthquake Engineering
	2019
卷号	Vol.121页码:25-39
关键词	Dynamic responses Dynamic stiffness method Moving train loads Multi-layered ground Transversely isotropic medium
ISSN号	0267-7261
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/2902895
专题	天津大学
作者单位	1.a State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300354, China 2.b Department of Civil Engineering, Tianjin University, Tianjin, 300072, China 3.c Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089-2531, United States
推荐引用方式 GB/T 7714	BA, Z.,Liang, J.,Lee, V.W.,et al. A semi-analytical method for vibrations of a layered transversely isotropic ground-track system due to moving train loads[J]. Soil Dynamics and Earthquake Engineering,2019,Vol.121:25-39.
APA	BA, Z.,Liang, J.,Lee, V.W.,&Gao, Y..(2019).A semi-analytical method for vibrations of a layered transversely isotropic ground-track system due to moving train loads.Soil Dynamics and Earthquake Engineering,Vol.121,25-39.
MLA	BA, Z.,et al."A semi-analytical method for vibrations of a layered transversely isotropic ground-track system due to moving train loads".Soil Dynamics and Earthquake Engineering Vol.121(2019):25-39.

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