Experimental study on dynamic effect of freestanding tower of sea-crossing bridge under wave load

被引:0
作者
Zhou, Daocheng [1 ]
Zhang, Bo [1 ]
Xue, Sisi [1 ]
Wei, Chengxun [2 ]
Ou, Jinping [3 ]
机构
[1] Dalian Univ Technol, Deepwater Engn Res Ctr, Dalian 116024, Peoples R China
[2] Guangxi Univ Sci & Technol, Sch Civil Engn & Architecture, Liuzhou 545006, Peoples R China
[3] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
来源
ADVANCES IN BRIDGE ENGINEERING | 2021年 / 2卷 / 01期
关键词
Tower of sea-crossing bridge; Wave load; Base shear; Dynamic effect; FORCES; WIND;
D O I
10.1186/s43251-020-00032-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There is a debate over whether the sea-crossing bridges undergo dynamic motions when exposed to wave loads. In order to verify the dynamic effect of the tower of sea-crossing bridge under wave load, an experimental study on dynamic effect of a freestanding tower of sea-crossing bridge is accomplished in this paper. Firstly, a test model for a typical bridge tower of pile group foundation under wave load is established by using a scale of 1:100. Secondly, a typical sea condition is designed for the response test of the bridge tower under wave load. The test results indicated that obvious vibration of top the tower occurs when the wave load period is close to the natural vibration period of the structure, and both displacement and base shear are amplified. The results in this paper will provide an important reference for whether the dynamic effect of wave load should be considered in the designs of bridge structure under wave load.
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页数:11
相关论文
共 15 条
  • [1] Experimental investigation on a freestanding bridge tower under wind and wave loads
    Bai, Xiaodong
    Guo, Anxin
    Liu, Hao
    Chen, Wenli
    Liu, Gao
    Liu, Tianchen
    Chen, Shangyou
    Li, Hui
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2016, 57 (05) : 951 - 968
  • [2] Bonakdar L, 2012, Interaction of waves and pile group-supported offshore structures: a large scale model study
  • [3] Wave load formulae for prediction of wave-induced forces on a slender pile within pile groups
    Bonakdar, Lisham
    Oumeraci, Hocine
    Etemad-Shahidi, Amir
    [J]. COASTAL ENGINEERING, 2015, 102 : 49 - 68
  • [4] Chengxun W, 2018, Wind, wave and current joint actions and dynamic responses of long span sea--crossing cable--stayed bridges
  • [5] Chi SC., 2004, World Earthq Eng, V4, P11
  • [6] Douglass S., 2006, Wave Forces on Bridge Decks
  • [7] Hydrodynamic Experiment of the Wave Force Acting on the Superstructures of Coastal Bridges
    Guo, Anxin
    Fang, Qinghe
    Bai, Xiaodong
    Li, Hui
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2015, 20 (12)
  • [8] Experimental study on the dynamic responses of a freestanding bridge tower subjected to coupled actions of wind and wave loads
    Guo, Auxin
    Liu, Jiabin
    Chen, Wenli
    Bai, Xiaodong
    Liu, Gao
    Liu, Tiancheng
    Chen, Shangyou
    Li, Hui
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2016, 159 : 36 - 47
  • [9] Experimental and numerical modelling of wave forces on coastal bridge superstructures with box girders, Part I: Regular waves
    Huang, Bo
    Zhu, Bing
    Cui, Shengai
    Duan, Lunliang
    Zhang, Jiawei
    [J]. OCEAN ENGINEERING, 2018, 149 : 53 - 77
  • [10] Kaplan P., 1995, Proceedings of the 14th International Conference on Offshore Mechanics and Arctic Engineering, P189