机译:双侧连接低屈服点钢板剪力墙弹性屈曲性能的参数分析
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil Engineering Southeast University Jiulonghu Campus Nanjing 211189 China;
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil Engineering Southeast University Jiulonghu Campus Nanjing 211189 China;
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil Engineering Southeast University Jiulonghu Campus Nanjing 211189 China;
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil Engineering Southeast University Jiulonghu Campus Nanjing 211189 China;
East China Architectural Design and Research Institute Shanghai 200002 China;
Low yield point; Steel plate shear wall; Elastic buckling stress; Simplified formula;
机译:双侧连接磁钢板剪力墙滞后性能和恢复力模型的参数分析
机译:两侧约束的屈曲约束钢板剪力墙的力学行为
机译:双面连接屈曲约束钢板剪力墙的钢筋混凝土框架试验研究
机译:具有双侧连接的X形屈曲束缚钢板剪力墙的研究
机译:具有新型角撑板弯矩连接的高性能钢板剪力墙系统的开发
机译:自定心钢木混合剪力墙:实验测试和参数分析
机译:复合钢板剪力墙中钢板的局部弹性屈曲系数