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机译:大跨度斜拉桥钢筋混凝土塔的横向地震破坏机理及延性:模型试验与数值分析
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China|Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210024, Jiangsu, Peoples R China;
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;
Quasi-static test; inverted Y-shape reinforced concrete pylon; Cable-stayed bridge; Transverse seismic failure mechanism; Finite element method;
机译:长跨度斜拉桥钢筋混凝土塔横向防震机理及延展性:模型试验与数值分析
机译:两座混凝土塔的中跨斜拉桥模型的横向地震行为研究
机译:高大跨度弯曲钢筋混凝土桥梁的分析地震评估。第一部分:数值建模和输入激励
机译:大跨度三塔斜拉桥减震系统参数分析
机译:钢筋混凝土桥梁的抗震性能:建模,数值分析和实验评估
机译:钢纤维混凝土建造桥墩的地震倒塌评估
机译:多跨度斜拉桥梁尺度模型在多支撑刺激下的地震反应研究。第I部分:摇桌测试