Control of wind-induced vibration in large span cable-stayed bridge with high piers during cantilever construction stages

被引:0
|
作者
Gong, Cheng [1 ]
Liu, Zhi-Wen [1 ]
Xie, Gang [2 ]
Gong, Ping [2 ]
机构
[1] College of Civil Engineering, Hunan University, Changsha,Hunan,410082, China
[2] Hunan Province Rucheng Highway Construction Development Limited Company, Changsha,Hunan,410003, China
来源
关键词
D O I
10.6052/j.issn.1000-4750.2014.05.S005
中图分类号
学科分类号
摘要
12
引用
收藏
页码:122 / 128
相关论文
共 50 条
  • [21] Structural Behaviors of Cable-stayed Bridge with High Piers
    Wang, Fang
    Zhou, Qi-Xiang
    INTERNATIONAL CONFERENCE ON ENERGY DEVELOPMENT AND ENVIRONMENTAL PROTECTION (EDEP 2017), 2017, 168 : 371 - 375
  • [22] Wind-rain-induced vibration and control of stay cables in a cable-stayed bridge
    Zhou, H. J.
    Xu, Y. L.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2007, 14 (07): : 1013 - 1033
  • [23] Study of Cable Balancing System to Replace Temporary Piers During Construction of Cable-Stayed Bridge
    Liu, Ming-Hu
    Meng, Fan-Chao
    Li, Guo-Liang
    Sun, Peng
    Bridge Construction, 2020, 50 (01): : 26 - 31
  • [24] Longitudinal Vibration Control of Long-span Railway Cable-Stayed Bridge
    Shan, Deshan
    He, Yuan
    Li, Qiao
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 1795 - 1799
  • [25] Wind-induced vibration control of long span cable-stayed bridges using multiple pressurized tuned liquid column dampers
    Shum, K. M.
    Xu, Y. L.
    Guo, W. H.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (02) : 166 - 192
  • [26] The influence of asymmetrical cantilever construction on low pylon cable-stayed bridge of the long span railway
    Guo Weiqiang
    Chen Quan
    2018 4TH INTERNATIONAL CONFERENCE ON SYSTEMS, COMPUTING, AND BIG DATA (ICSCBD 2018), 2019, : 168 - 173
  • [27] Wind-Induced Accidents on the Transition Section of a Cable-Stayed Bridge: Cause and Remedy
    Kim, Sejin
    Cheon, Hyeong-Yun
    Jung, Sungmoon
    Kim, Ho-Kyung
    JOURNAL OF BRIDGE ENGINEERING, 2024, 29 (03)
  • [28] Wind-induced response of cable-stayed bridge with consideration of reynolds number effect
    Li, Jia-Wu
    Zhang, Hong-Jie
    Han, Wan-Shui
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2009, 22 (02): : 42 - 47
  • [29] Ambient vibration of long-span cable-stayed bridge
    Chang, C.C.
    Chang, T.Y.P.
    Zhang, Q.W.
    Journal of Bridge Engineering, 2001, 6 (01) : 46 - 53
  • [30] Vibration Serviceability of a Seven Span Continuous Cable-Stayed Bridge
    Kimura, Shinya
    Kim, Chul-Woo
    Sugiyama, Hiroyuki
    Ono, Kazuyuki
    Lecture Notes in Civil Engineering, 2023, 433 LNCE : 214 - 224