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机译:具有多嵌入钢截面的复合剪力墙的抗震性能。第二部分:分析
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
rnState Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China;
rnState Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China;
rnState Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China;
P_m:maximum bearing force; D_m:displacement corresponding to the maximum force; K_4:slope at the softening stage of the skeleton curve; P_c:force contribution primarily from the reinforced concrete of shear walls;
机译:具有多嵌入钢截面的复合剪力墙的抗震性能。第一部分:实验
机译:张小萌,秦颖和陈志华[在J Constr Steel Res 2016; 116(1):218-232]和“新型T形复合剪力墙在面内循环荷载作用下的实验行为”,张晓萌,秦颖,陈志华和李杰Q Constr Steel Res 2016; 120(4):143-159]
机译:钢筋混凝土组合剪力墙的拉伸弯剪联合循环荷载作用下的抗震性能
机译:复合框架填充钢板组合剪力墙的抗震性能
机译:钢板混凝土组合剪力墙墩的地震反应。
机译:钢套剪力墙在地震和火荷载作用下的行为
机译:絮凝色谱柱带有絮凝柱的RC和钢混凝土复合多层建筑的地震行为
机译:水平边界元设计对钢板剪力墙抗震性能的影响