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机译:包含垂直螺栓连接的矩形预制剪力墙的侧向荷载特性
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China;
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China;
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China;
finite element analysis; high-strength bolt; parametric analysis; precast shear wall; vertical connection;
机译:带螺栓连接的H型预制钢筋混凝土剪力墙的侧向荷载特性试验研究
机译:螺栓板连接预制混凝土剪力墙抗震性能的实验研究
机译:竖向和横向联合荷载作用下预制墙的矩形孔设计
机译:横向载荷下未粘附后张紧的预制混凝土耦合壁的行为
机译:预制混凝土承重剪力墙板的水平连接行为承受大的反向循环变形
机译:循环荷载作用下带套管灌浆连接的预制混凝土短柱水平节点的抗剪性能
机译:具有螺栓钢连接H形预制钢筋混凝土剪力墙横向载荷行为的实验研究
机译:胶合板剪力墙中螺栓木 - 混凝土连接和螺栓连接的性能