机译:钢梁到L-CFST柱连接处抗剪承载力的试验研究
Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Hebei, Peoples R China|Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China;
Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Hebei, Peoples R China|Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China;
Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China|Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China|Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct Safety China, Tianjin 300072, Peoples R China;
Hebei Univ Technol, Sch Civil & Transportat Engn, Tianjin 300401, Peoples R China;
Tianjin Univ, Sch Architecture, Tianjin 300072, Peoples R China;
Special-shaped column; Vertical stiffener connection; Experimental investigation; Panel zone; Shear strength;
机译:钢束 - L-CFST柱连接剪切能力的实验研究
机译:方形钢管柱和钢梁外加强环剪切能力研究
机译:SCFRT柱框架围绕钢板剪力墙结构具有不同连接形式的实验和数值研究
机译:HESHAPED钢梁到柱连接面板横轴弯曲剪切强度的实验研究
机译:地震作用下纤维混凝土板-柱连接的冲切抗剪强度和变形能力。
机译:预制和模块化钢结构膜保护管状钢管柱耐火性能试验研究。
机译:改进型梁柱连接复合梁变形容量的实验研究:考虑复合梁变形容量的钢时刻框架抗震阻力的评价