机译:防波堤周围波浪诱发海床响应的3D数值模型
Griffith School of Engineering, Griffith University Gold Coast Campus, Queensland, QLD 4222, Australia;
Griffith School of Engineering, Griffith University Gold Coast Campus, Queensland, QLD 4222, Australia,Center for Marine Geotechnical Engineering, Shanghai Jiao Tong University, Shanghai 200240, China,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, China;
Center for Marine Geotechnical Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, China;
Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, Jiangsu, China;
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, China;
breakwater; seabed response; wave-seabed-structure interactions; Biot's poro-elastic "quasi-static" and "fully-dynamic" model; Navier-Stokes equations;
机译:防波堤附近倾斜海底波浪引起的土壤响应的数值研究
机译:波浪弹塑性海床基础和复合防波堤的动力响应数值模拟
机译:防波堤附近波浪引起的孔隙压力的3D模型
机译:波纹围绕防波堤河床中波浪诱导的残余孔隙压力的数值模型
机译:复合型沉箱防波堤和海床对波浪的响应的解析模型。
机译:关于人头MRI期间温度数值模型中生理响应的考虑
机译:防波堤附近倾斜海床波浪引起的土壤响应的数值研究
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。