RESEARCH ON A FLUTTER STABILITY CONTROL MEASURE OF A FABRICATED STEEL TRUSS BRIDGE

被引:1
|
作者
He Xiaohui [1 ]
Wang Qiang [1 ]
Zhang Chenglong [1 ]
Zhang Shunfeng [1 ]
Gao Yaming [1 ]
机构
[1] PLA Univ Sci & Technol, Coll Field Engn, Nanjing, Jiangsu, Peoples R China
关键词
guiding plates; fabricated steel truss bridge; 2d-3DOF coupling flutter method; flutter stability; control measures;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In order to improve the flutter stability of a certain type fabricated steel truss bridge, a method of setting guiding plates is proposed. Based on the two-dimensional 3 DOF coupling flutter method (2d-3DOF method), and by use of the numerical wind tunnel established by computational fluid dynamics (CFD), the flutter stability control measures of setting guiding plates are simulated. Through CFD numerical simulation, the flow field characteristics, flutter derivatives and critical flutter speed of original and guiding-plated models are obtained. It is found that for a certain type fabricated steel truss bridge, the guiding plates can improve its flutter stability. Thus, the feasibility and reliability of setting the guiding plates are proved, and the foundation for its further application in practical projects is laid.
引用
收藏
页码:181 / 195
页数:15
相关论文
共 50 条
  • [41] Rehabilitation and condition assessment of a centenary steel truss bridge
    Costa, Bruno J. A.
    Figueiras, J. A.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 89 : 185 - 197
  • [42] Full scale testing of old steel truss bridge
    Azizinamini, A
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2002, 58 (5-8) : 843 - 858
  • [43] On behaviors of steel truss bridge during large earthquake
    Yamaguchi, E
    Hiragi, K
    Hirozumi, A
    Kubo, Y
    STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2003, : 831 - 834
  • [44] Methodology for localization of crack in a steel truss bridge model
    Banerjee, A.
    Mukherjee, A.
    SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, 2023, 48 (02):
  • [45] Methodology for localization of crack in a steel truss bridge model
    A Banerjee
    A Mukherjee
    Sādhanā, 48
  • [46] RESEARCH ON GEOMETRIC DEFORMATION MONITORING OF STEEL TRUSS ARCH RIB APPLIED TO GUANGZHOU XINGUANG BRIDGE
    Deng, Hui
    Su, Chen
    Xu, Yu-Feng
    Luo, Xiao-Hu
    ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2009, : 1250 - 1254
  • [47] Research on vulnerability of steel truss arch bridge system based on optimized series parallel model
    Liu, Congcong
    Zhang, Yongliang
    Wang, Zhenxin
    Zhu, Guangzeng
    Journal of Railway Science and Engineering, 2021, 18 (06) : 1496 - 1503
  • [48] RESEARCH ON INITIAL STRESS OF CONCRETE FILLED STEEL TUBULAR TRUSS ARCH BRIDGE OF PAOJIANG RIVER
    Huang, Fuyun
    Xue, Da
    Sun, Jincheng
    SUSTAINABLE ARCH BRIDGES, 2011, 2011, : 115 - 123
  • [49] Research of strain monitoring system on continuous steel truss bridge across WuHu ChangJiang river
    Chen, Shuli
    Cao, Yaling
    Sun, Baochen
    Feng, Xiaoli
    ISISS 2005: Innovation & Sustainability of Structures, Vol 1-3, 2005, : 1164 - 1172
  • [50] Study on Stability of Long-Span Railway Through Bridge with Steel Truss Girder and Flexible Arch
    Shi Z.
    Zhang Y.
    Zhang Y.
    Xia Z.
    Zhongguo Tiedao Kexue/China Railway Science, 2019, 40 (04): : 52 - 58