机译:新型钢筋加强冷成型U形钢混凝土复合梁系统的扭转效应
Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Composite beam; U-shaped steel; Rebars; Torsion; Stiffness; Torque capacity;
机译:钢筋桁架加劲冷弯U型钢混凝土组合梁的受弯性能
机译:加固剪切连接加强冷形成U形钢和混凝土复合梁
机译:新型U型钢混凝土组合梁新型结构弯曲试验
机译:预应力冷形成U形钢和混凝土复合梁的非线性分析
机译:支撑复合地板的混凝土/冷弯型钢复合梁的结构性能。
机译:复合材料再生骨料配合500 MPa钢筋的钢纤维混凝土梁的弯曲性能
机译:用混凝土板集成的双C唇通道部分冷成型钢的结构行为作为复合梁