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机译:垂直连接板对面板区域剪切稳定性影响的实验评估
Tongji Univ, Dept Struct Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China;
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Struct Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China;
Tongji Univ, Dept Struct Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China;
Tongji Univ, Dept Struct Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China;
Tongji Univ, Dept Struct Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China;
Steel structures; Panel zone; Shear stability; Beam-to-column connection; Experimental investigation; Seismic design;
机译:FRP板剪力连接的保温混凝土夹芯板的抗弯性能试验研究与有限元分析
机译:钢-玻璃纤维增强的聚合物剪切连接器的预制混凝土夹心墙板的实验评估
机译:带桁架剪力连接器的EPS预制混凝土夹心板全厚度剪切特性的试验研究
机译:多孔板与波纹多孔板剪切连接器连接性能的对比实验研究
机译:建筑用平行剪切连接器夹心板的实验评估
机译:缺口Perbonbond剪切连接器抗剪性能的实验与数值研究。
机译:绝缘混凝土板Z形钢板连接器剪切行为的特征
机译:用于绝缘混凝土夹层板的剪切连接器的评估