Safety analysis of bridge-tunnel structure under train load action

被引：0
|
作者：
Shi Chenghua [1 ]
Peng Limin [1 ]
Lei Mingfeng [1 ]
机构：
[1] Cent S Univ, Sch Civil Engn & Architecture, Changsha 410075, Hunan, Peoples R China
来源：
PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 6, PTS A AND B | 2006年 / 6卷
关键词：
bridge-tunnel structure; dynamic character; safety analysis;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
By using the dynamic FEM method, the safety about the complicated structure of bridge-tunnel under train load action is studied. In computation, the interaction of surrounding rock, tunnel lining and bridge abutment is considered. The simplified calculating model is put forward according to the character of dynamic FEM, and the reliability of it is testified. ne influence against the stress condition on bridge-tunnel structure acted by the train load and braking load is analyzed The calculated results show that the influence on the bridge-tunnel structure acted by the train load and braking load is small, and it gets along with safe state.
引用
收藏
页码：2192 / 2195
页数：4
相关论文
共 50 条
  • [1] Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake action
    Fan, Beibei
    Zhang, Yuan
    Ruan, Donghua
    [J]. ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 1266 - 1269
  • [2] Simulation Analysis of the Distance Between Tunnels at the Bridge-Tunnel Junction of Mountainous Expressway on Driving Safety Under Crosswinds
    Wang, Lu
    Li, Shuqi
    Hui, Bing
    [J]. IEEE ACCESS, 2021, 9 : 28514 - 28524
  • [3] Examining the safety of trucks under crosswind at bridge-tunnel section: A driving simulator study
    Chen, Feng
    Peng, Haorong
    Ma, Xiaoxiang
    Liang, Jieyu
    Hao, Wei
    Pan, Xiaodong
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 92
  • [4] Experimental study of aerodynamic characteristics of high-speed train on bridge-tunnel junctions under crosswinds
    Tang, Lin-Bo
    He, Xu-Hui
    Yan, Lei
    Lin, Ze
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2023, 30 (02) : 613 - 624
  • [5] Comparison of aerodynamic performance of moving train model at bridge-tunnel section in wind tunnel with or without tunnel portal
    Ouyang, Dehui
    Yang, Weichao
    Deng, E.
    Wang, Youwu
    He, Xuhui
    Tang, Linbo
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 135
  • [6] Dynamic Response of Bridge-Tunnel Overlapping Structures under High-Speed Railway and Subway Train Loads
    Xu, Shuo
    Xu, Qiang
    Zhu, Yongquan
    Guan, Zhongzheng
    Wang, Zenghui
    Fan, Haobo
    [J]. SUSTAINABILITY, 2024, 16 (02)
  • [7] Comparison study of the effect of bridge-tunnel transition on train aerodynamic performance with or without crosswind
    Zhou, Lei
    Liu, Tanghong
    Chen, Zhengwei
    Li, Wenhui
    Guo, Zijian
    He, Xuhui
    Wang, Youwu
    [J]. WIND AND STRUCTURES, 2021, 32 (06) : 597 - 612
  • [8] Safety analysis of distribution box in tunnel under aerodynamic load of high-speed train
    Cao, Hongkai
    Shi, Chenghua
    Yang, Weichao
    Deng, E.
    He, Hong
    [J]. Journal of Railway Science and Engineering, 2022, 19 (04) : 874 - 882
  • [9] Wind tunnel test on aerodynamic load of express freight train on bridge under crosswind
    Huang, Qi
    Lu, Zhenggang
    Wen, Jingcheng
    [J]. 2019 INTERNATIONAL CONFERENCE ON ADVANCED ELECTRONIC MATERIALS, COMPUTERS AND MATERIALS ENGINEERING (AEMCME 2019), 2019, 563
  • [10] Research on dynamic response and fatigue life of tunnel bottom structure under coupled action of train load and groundwater
    Wang, Dengke
    Luo, Jianjun
    Li, Feilong
    Wang, Lei
    Su, Jie
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 161
12345