State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R. China Key Laboratory for Wind Resistance Technology of Bridges (Ministry of Transport), Tongji University, Shanghai 200092, P.R. China Department of;
Department of Bridge Engineering, Tongji University, Shanghai 200092, P.R. China;
Department of Bridge Engineering, Tongji University, Shanghai 200092, P.R. China;
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R. China Key Laboratory for Wind Resistance Technology of Bridges (Ministry of Transport), Tongji University, Shanghai 200092, P.R. China Department o;
long-span bridge; signature turbulence; buffeting response; aerodynamic admittance;
机译:风荷载作用下双箱式大跨度斜拉桥的应力水平抖振分析
机译:湍流整体比例对长跨度悬架桥的频振反应的影响
机译:环境轮廓方法用于模拟长跨度桥梁的缓冲响应,湍流参数不明确
机译:用中央开槽盒甲板对长跨度桥的缓冲响应的特征湍流效应
机译:斜风作用下大跨度斜拉桥的抖振响应:现场测量和分析。
机译:典型平封闭箱桥桥面非线性耦合颤振运动的实验研究
机译:风荷载作用下双箱式大跨度斜拉桥的应力水平抖振分析
机译:大跨度悬索桥的地震响应