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机译:钢梁-管状柱节点中不等深度面板区域的有限元模拟
Qingdao Univ Technol Sch Civil Engn Qingdao 266033 Shandong Peoples R China|Shandong Univ Sci & Technol Shandong Key Lab Civil Engn Disaster Prevent & Mi Qingdao 266590 Shandong Peoples R China;
Qingdao Univ Technol Sch Civil Engn Qingdao 266033 Shandong Peoples R China;
Chongqing Univ Sch Civil Engn Chongqing 400044 Peoples R China|Ruhr Univ Bochum Inst Steel Lightweight & Composite Struct Dept Civil & Environm Engn Univ Str 150 D-44801 Bochum Germany;
Qingdao Tengyuan Design Inst Co Ltd Qingdao 266100 Shandong Peoples R China;
Beam-to-column connections; Outer annular stiffener; Unequal-depth panel zone; Finite element analysis; Column-to-beam strength ratio;
机译:钢梁与螺栓接头柱柱连接的实验研究,耗散区是面板区
机译:某类钢-混凝土组合梁到柱节点的行为的有限元建模/ Skonczenie-Elementowa某类钢-混凝土组合节点的行为的有限元建模
机译:某类钢-混凝土组合梁到柱节点的行为的有限元建模/ Skonczenie-Elementowa某类钢-混凝土组合节点的行为的有限元建模
机译:连续区域钢管混凝土异形管柱节点的非线性有限元分析
机译:液压膨胀管对管段关节过渡区残余流的分析和有限元研究=密封封口过渡区残余应力的分析评估
机译:将肌肉骨骼刚体模拟与自适应有限元分析相结合的多尺度建模框架评价股骨几何对髋关节接触力和股骨生长的影响
机译:钢刚架中柱,梁和关节面区的地震损伤预测