机译:不同跨度比的钢板增强高强混凝土耦合梁的循环性能
Huaqiao Univ, Sch Civil Engn, Xiamen 361021, Peoples R China;
Zhejiang Univ, Inst Adv Engn Struct & Mat, Hangzhou 310058, Zhejiang, Peoples R China;
Huaqiao Univ, Sch Civil Engn, Xiamen 361021, Peoples R China;
Zhejiang Univ, Inst Adv Engn Struct & Mat, Hangzhou 310058, Zhejiang, Peoples R China;
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China;
Coupling beams; High-toughness concrete; Strain hardening; Steel plate; Reversed cyclic loading; Seismic behavior; Ductile failure; Span-to-depth ratio;
机译:跨度与深度比为2.5的钢板增强混凝土耦合梁的循环行为及分析
机译:钢/ CFRP板加固芯木梁的弯曲性能
机译:剪跨纵横比不同的钢筋混凝土梁的疲劳性能
机译:具有小跨度与深度比和布置高强度钢的RC耦合光束的剪切容量
机译:钢保险丝耦合梁的混合耦合核心墙系统抗震性能因子评估。
机译:板增强复合材料耦合梁中板锚固特性
机译:跨深比对钢纤维高强混凝土深梁抗剪强度影响的ANN模型