Field survey and analysis on near-fault severely damaged high-speed railway bridge in 2022 M6.9 Menyuan earthquake

被引:0
作者
Lin, Xuchuan [1 ,2 ]
Liu, Fuxiang [1 ,2 ]
Shan, Wenchen [3 ]
机构
[1] China Earthquake Adm, Inst Engn Mech, Key Lab Earthquake Engn & Engn Vibrat, Harbin 150080, Peoples R China
[2] Minist Emergency Management, Key Lab Earthquake Disaster Mitigat, Harbin 150080, Peoples R China
[3] Southwest Jiaotong Univ, Inst Smart City & Intelligent Transportat, Chengdu 610000, Peoples R China
基金
中国国家自然科学基金;
关键词
Menyuan earthquake; field survey; high-speed railway bridge; near fault; seismic damage;
D O I
10.1007/s11803-024-2270-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The 2022 M6.9 Menyuan earthquake caused severe damage to a high-speed railway bridge, which was designed for high-speed trains running at speeds of above 250 km/h and is located right next to the fault. Bridges of this type have been widely used for rapidly constructing the high-speed railway network, but few bridges have been tested by near-fault devastating earthquakes. The potential severe impact of the earthquake on the high-speed railway is not only the safety of the infrastructure, trains and passengers, but also economic loss due to interrupted railway use. Therefore, a field survey was carried out immediately after the earthquake to collect time-sensitive data. The damage to the bridge was carefully investigated, and quantitative analyses were conducted to better understand the mechanism of the bridge failure. It was found that seismic action perpendicular to the bridge's longitudinal direction caused severe damage to the girders and rails, while none of the piers showed obvious deformation or cracking. The maximum values of transverse displacement, out-of-plane rotation and twisting angle of girders reached 212.6 cm, 3.1 degrees and 19.9 degrees, respectively, causing severe damage to the bearing supports and anti-seismic retaining blocks. These observations provide a basis for improving the seismic design of high-speed railway bridges located in near-fault areas.
引用
收藏
页码:1043 / 1055
页数:13
相关论文
共 12 条
  • [1] [蔡丽雯 Cai Liwen], 2022, [地震工程与工程振动, Journal of Earthquake Engineering and Engineering Vibration], V42, P8
  • [2] China Earthquake Administration (CEA), 2022, SEISMIC INTENSITY MA
  • [3] Deng Q., 2007, Active Tectonic Map of China (in Chinese)
  • [4] Evaluation of vertical impact factor coefficients for continuous and integral railway bridges under high-speed moving loads
    Gharad, Anand M.
    Sonparote, Ranjan S.
    [J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2021, 20 (02) : 495 - 504
  • [5] Application of buckling-restrained braces in the seismic control of suspension bridges
    Lu, Long
    [J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2022, 21 (02) : 543 - 557
  • [6] National Earthquake Data Center (NEDC), 2022, STAT AFTERSHOCKS M69
  • [7] The State Council of the People's Republic of China, 2022, LANZHOU XINJIANG HIG
  • [8] Resonance analysis of a high-speed railway bridge using a stochastic finite element method
    Xiang, Ping
    Yan, Weiran
    Jiang, Lizhong
    Zhou, Wangbao
    Wei, Biao
    Liu, Xiang
    [J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2023, 22 (04) : 1015 - 1030
  • [9] [颜丙囤 Yan Bingdun], 2022, [地震工程学报, China Earthquake Engineering Journal], V44, P450
  • [10] [姚生海 Yao Shenghai], 2024, [地质通报, Geological Bulletin of China], V43, P340