中文版 | English

在结果中检索

IMECH-IR

浏览/检索结果: 共3条，第1-3条 帮助

限定条件    
已选(0)清除 条数/页：   排序方式：
Effects of kinematic and inertial interaction on seismic responses of pile-structure system in liquefiable and non-liquefiable deposits 期刊论文
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 164, 页码: 16
作者:  Ling, Weiyu;  Xu, Chengshun;  Dou PF(豆鹏飞);  Liu, Hao;  Pan, Rujiang;  Wang, Jinting;  Du, Xiuli
Adobe PDF(9550Kb)  |  收藏  |  浏览/下载：64/1  |  提交时间：2023/12/11
Numerical simulation  Shaking table experiments  Pile foundation  Dynamic interaction  Failure mechanism  Parameter analysis  
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem 期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
作者:  Zhou, Mozhen;  Liu, Hui;  Jeng, Dong-Sheng;  Qi WG(漆文刚);  Fang, Qian
Adobe PDF(3715Kb)  |  收藏  |  浏览/下载：181/32  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions  
Implicit and explicit integration schemes in the anisotropic bounding surface plasticity model for cyclic behaviours of saturated clay 期刊论文
COMPUTERS AND GEOTECHNICS, 2014, 卷号: 55, 页码: 27-41
作者:  Hu C(胡存);  Liu HX;  Liu, HX (reprint author), Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China.
Adobe PDF(1552Kb)  |  收藏  |  浏览/下载：999/427  |  提交时间：2014/02/21
Bounding Surface Plasticity Model  Implicit Integration  Explicit Integration  Cyclic Behaviour  Saturated Clay