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A FEM-based method to implement the model of dynamic resilient modulus
Ning, Xia-Yuan; Dong, Cheng; Li, Zhi-Yong; Luo, Wei-Hua; Mei, Zuo-Zhou; Leng, Wu-Ming
刊名ROCK AND SOIL MECHANICS
2015
卷号Vol.36 No.4页码:1182-1188
关键词resilient modulus finite element implementation equivalent tangent stiffness matrix consistent tangent stiffness matrix
ISSN号1000-7598
URL标识查看原文
公开日期[db:dc_date_available]
内容类型期刊论文
URI标识http://www.corc.org.cn/handle/1471x/6094216
专题湖南大学
作者单位1.Hunan Communications Research Institute, Changsha
2.Hunan
3.410015, China
4.School of Civil Engineering, Central South University, Changsha
5.410075, China
6.College of Civil Engineering, Hunan University, Changsha
7.410082, China
8.Sc
推荐引用方式
GB/T 7714
Ning, Xia-Yuan,Dong, Cheng,Li, Zhi-Yong,et al. A FEM-based method to implement the model of dynamic resilient modulus[J]. ROCK AND SOIL MECHANICS,2015,Vol.36 No.4:1182-1188.
APA Ning, Xia-Yuan,Dong, Cheng,Li, Zhi-Yong,Luo, Wei-Hua,Mei, Zuo-Zhou,&Leng, Wu-Ming.(2015).A FEM-based method to implement the model of dynamic resilient modulus.ROCK AND SOIL MECHANICS,Vol.36 No.4,1182-1188.
MLA Ning, Xia-Yuan,et al."A FEM-based method to implement the model of dynamic resilient modulus".ROCK AND SOIL MECHANICS Vol.36 No.4(2015):1182-1188.
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