机译:单桩基础周围波浪引起的残余海底响应的三维建模
Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China|Hohai Univ, Coll Harbor Coastal & Offshore Engn, Nanjing 210098, Jiangsu, Peoples R China|Griffith Univ, Griffith Sch Engn, Gold Coast Campus, Qld 4222, Australia;
Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China|Griffith Univ, Griffith Sch Engn, Gold Coast Campus, Qld 4222, Australia;
Shanghai Jiao Tong Univ, Dept Civil Engn, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China;
Ningbo Univ, Fac Architectural Civil Engn & Environm, Ningbo 315211, Zhejiang, Peoples R China;
RANS solver; Biors theory; monopile foundation; Loosely deposited sand foundation; Residual liquefaction;
机译:波浪引起的海床残余响应和液化在不同埋深下的单桩基础附近
机译:波浪对单桩周围海床响应的三维数值模型
机译:桩基周围非线性波浪引起的海床响应研究
机译:非线性桩-土相互作用的单桩周围海浪引起的海床响应
机译:波浪弹性近海基础的响应。
机译:使用特定于患者的三维连续力学有限元残肢模型研究桩-窝相互作用的有效建模-仿真-分析工作流
机译:具有各种嵌入深度的单桩基础周围的海底残余响应和液化
机译:波浪引发的埋藏入海床;第1部分:循环液化状态下的无粘性海床。