机译:基于TMD型配重的大跨度斜拉桥风致振动控制研究
Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061;
Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China;
School of Civil Engineering, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China;
School of Civil Engineering, Southeast Univ., No: 2 Sipailou, Nanjing 210096, China;
Sutong Cable-Stayed Bridge; Tuned mass damper (TMD); Wind-induced vibration; Cable-stayed bridge; Buffeting response;
机译:考虑初始静平衡状态的大跨度斜拉桥在施工过程中的风振
机译:考虑配重的大跨度斜拉桥索力优化设计
机译:半主动杠杆式TMD控制大跨度桥梁风致振动
机译:被动式TMD的大跨度斜拉桥风振控制分析
机译:缆索桥面相互作用对控制斜拉桥斜拉索振动的外部阻尼器效率的影响。
机译:大跨度桥梁在大跨度桥梁上单板无Ball轨道系统振动特性试验研究
机译:风谐自跨跨度斜拉桥青山额外跨越控制设计
机译:风致振动下桥梁结构构件的响应。