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
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China,Department of Civil and Environment Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong,Division of Civil Engineering, University of Dundee, Dundee DD1 4HN, UK;
Griffith School of Engineering, Griffith University, Gold Coast, Queensland 4222, Australia;
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;
Composite breakwater; FSSI-CAS 2D; Loose seabed foundations; Pastor-Zienkiewicz Mark Ⅲ; Progressive liquefaction; Residual liquefaction;
机译:各向异性龙泉 - 弹塑性海底的非线性波诱导动态响应的数值模拟
机译:海底地基中复合防波堤和液化的碎波诱发响应
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:重力波作用下基于重力场的倾斜波浪数值模拟及液化数值分析
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:分层基础中PHC能量桩长期热响应的现场试验与数值模拟
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:复合材料热学响应的数值模拟。