机译:冲击后方形CFST柱的残余极限承载力试验
Yangtze Univ, Sch Urban Construct, Jingzhou 434023, Peoples R China;
Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Fujian, Peoples R China;
Yangtze Univ, Sch Urban Construct, Jingzhou 434023, Peoples R China;
Yangtze Univ, Sch Urban Construct, Jingzhou 434023, Peoples R China;
Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Fujian, Peoples R China;
Yangtze Univ, Sch Urban Construct, Jingzhou 434023, Peoples R China;
Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Fujian, Peoples R China;
Fujian Jiangxia Univ, Coll Engn, Fuzhou 350108, Fujian, Peoples R China;
Impact energy; Impact location; Concrete-filled steel tube; Initial stiffness; Ductility; Residual ultimate bearing capacity;
机译:基于非破坏性测试的冲击载荷下腐蚀混凝土短柱剩余承载力研究
机译:用螺旋镫磨削混凝土方形钢管柱终极轴向承载力的计算
机译:EPR借助于剥离的CFST列的最终负载能力预测
机译:轴压下加强和薄壁方形CFST短柱的极限承载能力统一解决方案
机译:满四十一岁的预应力混凝土大梁的极限抗剪承载力和残余预应力。
机译:圆形薄壁钢管混凝土短柱的轴向极限承载力衰减
机译:基于非破坏性测试的冲击载荷下腐蚀混凝土短柱剩余承载力研究
机译:轴向载荷下层合弹性基础隔震支座的极限承载力试验