机译:薄壁高墩钢筋混凝土刚性框架桥梁的地震行为及失效模式预测方法:模型更新杂交试验研究
Sichuan Univ Sch Architecture & Environm Key Lab Deep Underground Sci & Engn Minist Educ Chengdu 610065 Peoples R China;
Sichuan Univ Sch Architecture & Environm Key Lab Deep Underground Sci & Engn Minist Educ Chengdu 610065 Peoples R China;
Wuhan Univ Technol Sch Civil Engn & Architecture Wuhan 430070 Peoples R China;
Univ Trento Dept Civil Environm & Mech Engn Trento 38123 Italy;
Sichuan Univ Sch Architecture & Environm Key Lab Deep Underground Sci & Engn Minist Educ Chengdu 610065 Peoples R China;
Sichuan Univ Sch Architecture & Environm Key Lab Deep Underground Sci & Engn Minist Educ Chengdu 610065 Peoples R China;
Sichuan Univ Sch Architecture & Environm Key Lab Deep Underground Sci & Engn Minist Educ Chengdu 610065 Peoples R China;
RC rigid bridge; Thin-walled tall pier; Failure mode; Aspect ratio; Seismic behaviour; Model-updating hybrid test;
机译:矩形薄壁空心截面桥墩抗震性能的准静态循环试验研究
机译:平面曲线桥混凝土墩顶推方法的抗震研究。
机译:弯曲3墩桥的数值混合模拟建模验证(钢筋混凝土桥墩(CABER)项目的组合动作调查)
机译:薄壁高墩大跨度连续刚构桥的地震分析
机译:高薄壁高强度混凝土箱形桥墩的局部屈曲。
机译:钢纤维混凝土建造桥墩的地震倒塌评估
机译:具有薄壁加强箱部分钢桥墩抗震性能评价的简化方法
机译:地震抗性桥墩爆破性能试验与分析研究