• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 55 Issue 1
Jan.  2020
Turn off MathJax
Article Contents
YANG Menggang, MENG Dongliang, WEI Kanghua, QIAO Jiandong. Transverse Seismic Pounding Effect and Pounding Reduction of Simply-Supported Girder Bridge for High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 100-108. doi: 10.3969/j.issn.0258-2724.20180277
Citation: YANG Menggang, MENG Dongliang, WEI Kanghua, QIAO Jiandong. Transverse Seismic Pounding Effect and Pounding Reduction of Simply-Supported Girder Bridge for High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 100-108. doi: 10.3969/j.issn.0258-2724.20180277

Transverse Seismic Pounding Effect and Pounding Reduction of Simply-Supported Girder Bridge for High-Speed Railway

doi: 10.3969/j.issn.0258-2724.20180277
  • Received Date: 10 Apr 2018
  • Rev Recd Date: 13 Sep 2018
  • Available Online: 11 Jan 2019
  • Publish Date: 01 Feb 2020
  • A 32 m standard-span simply-supported girder bridge with 7 spans for high-speed railway was used as a prototype to study the effects of the earthquake-induced transverse pounding, as well as the pounding reduction effects of various isolation devices. The actual force-deformation curves of shear keys were determined experimentally and a finite element model considering pounding was established using SAP2000. On this basis, influences of the rail system, the initial gap between the shear keys and bearing padstones, and the thickness of shear-key plates on seismic responses of the bridge were analyzed. Then, the pounding reduction effects of rubber bumpers, lead rubber bearings (LRBs), friction pendulum bearings (FPBs), high damping rubber bearings (HDRs), and fluid viscous dampers were discussed. The results are as follows: the rail system can significantly alter the distribution of seismic forces between bridge spans. Under excitations of the maximum earthquakes considered, the nonlinear effect of shear keys is significant, with the maximum pounding force of 2.18 MN. For the sample bridge presented in this paper, it is a reasonable configuration to set the initial gap between the pounding members as 3 cm and the thickness of shear-key plates as 32 mm. The seismic isolation devices can improve the seismic performance of the bridge; their pounding reduction effects are affected by spectral characteristics of ground motions as well as their own mechanisms. Among them, the FPB has better applicability and the seismic forces between different spans become more uniform after the installation of FPBs.

     

  • loading
  • 王东升,郭迅,孙治国,等. 汶川大地震公路桥梁震害初步调查[J]. 地震工程与工程振动,2009,29(3): 84-94.

    WANG Dongsheng, GUO Xun, SUN Zhiguo, et al. Damage to highway bridges during Wenchuan earthquake[J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(3): 84-94.
    LI J, PENG T, XU Y. Damage investigation of girder bridges under the Wenchuan earthquake and corresponding seismic design recommendations[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 7(4): 337-344. doi: 10.1007/s11803-008-1005-6
    杨孟刚,孟栋梁,戴良缘. 考虑轨道约束的高铁简支梁桥横向地震碰撞效应[J]. 中南大学学报(自然科学版),2018,49(4): 916-924.

    YANG Menggang, MENG Dongliang, DAI Liangyuan. Transverse seismic pounding effect for simply-supported girder bridges of high-speed railway considering track constraint[J]. Journal of Central South University (Science and Technology), 2018, 49(4): 916-924.
    卫康华. 基于SAP2000的高铁简支梁桥横向地震碰撞效应及减隔震研究[D]. 长沙: 中南大学, 2017.
    李兰平,卜一之,贾宏宇, 等. 非平稳地震作用下高墩桥梁体间隙需求分析[J]. 西南交通大学学报,2019,54(1): 113-120.

    LI Lanping, BU Yizhi, JIA Hongyu, et al. Analysis of required separation distances of high-pier bridges subjected to non-stationary ground motions[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 113-120.
    李晰,贾宏宇,李倩,等. 碰撞对山区高墩桥弹塑性动力响应的影响[J]. 西南交通大学学报,2018,53(1): 109-118. doi: 10.3969/j.issn.0258-2724.2018.01.014

    LI Xi, JIA Hongyu, LI Qian, et al. Effect of pounding on elastic-plastic dynamic response of high pier bridge in mountainous area[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 109-118. doi: 10.3969/j.issn.0258-2724.2018.01.014
    贾宏宇,杜修力,罗楠,等. 随机地震激励下高墩桥梁碰撞可靠度分析[J]. 西南交通大学学报,2018,53(1): 88-94. doi: 10.3969/j.issn.0258-2724.2018.01.011

    JIA Hongyu, DU Xiuli, LUO Nan, et al. Dynamic reliability analysis on pounding of high-pier bridges subjected to stochastic seismic excitations[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 88-94. doi: 10.3969/j.issn.0258-2724.2018.01.011
    GOEL R K, CHOPRA A K. Role of shear keys in seismic behavior of bridges crossing fault-rupture zones[J]. Journal of Bridge Engineering, 2008, 13(4): 398-408. doi: 10.1061/(ASCE)1084-0702(2008)13:4(398)
    邓育林,雷凡,何雄君. 地震作用下高墩桥梁横向碰撞效应研究[J]. 桥梁建设,2014,44(3): 25-31.

    DENG Yulin, LEI Fan, HE Xiongjun. Study of transverse pounding effect of high-rise pier rigid-frame bridges under action of earthquake[J]. Bridge Construction, 2014, 44(3): 25-31.
    LI J, XIANG N, TANG H, et al. Shake-table tests and numerical simulation of an innovative isolation system for highway bridges[J]. Soil Dynamics & Earthquake Engineering, 2016, 86: 55-70.
    BOZORGZADEH A, MEGALLY S, RESTREPO J I, et al. Capacity evaluation of exterior sacrificial shear keys of bridge abutments[J]. Journal of Bridge Engineering, 2006, 11(5): 555-565. doi: 10.1061/(ASCE)1084-0702(2006)11:5(555)
    HAN Q, ZHOU Y, OU Y, et al. Seismic behavior of reinforced concrete sacrificial exterior shear keys of highway bridges[J]. Engineering Structures, 2017, 139: 59-70. doi: 10.1016/j.engstruct.2017.02.034
    CHEN J, HAN Q, LIANG X, et al. Effect of pounding on nonlinear seismic response of skewed highway bridges[J]. Soil Dynamics & Earthquake Engineering, 2017, 103: 151-165.
    杨孟刚,潘增光,乔建东,等. 高速铁路列车制动力对简支梁桥地震碰撞效应影响研究[J]. 振动与冲击,2014,33(15): 167-173.

    YANG Menggang, PAN Zengguang, QIAO Jiandong, et al. Influence of train braking force on seismic pounding effect of a high-speed railway simply supported bridge[J]. Journal of Vibration and Shack, 2014, 33(15): 167-173.
    黄勇,王君杰,韩鹏,等. 考虑支座破坏的连续梁桥地震反应分析[J]. 土木工程学报,2010,43: 217-223.

    HUANG Yong, WANG Junjie, HAN Peng, et al. Seismic response analysis of continuous bridges tanking account of bearing failure[J]. China Civil Engineering Journal, 2010, 43: 217-223.
    KAZUHIKO K, GAKU S. Effect of restrainers to mitigate pounding between adjacent decks subjected to a strong ground motion[C]//12WCEE. New Zealand: [s.n.], 2000: 1435-1443.
    JANKOWSKI R, WILDE K, FUJINO Y. Reduction of pounding effects in elevated bridges during earthquakes[J]. Earthquake Engineering & Structural Dynamics, 2000, 29(2): 195-212.
    陈令坤,蒋丽忠,王丽萍,等. 高速铁路铅芯橡胶支座桥梁隔震研究[J]. 华中科技大学学报(自然科学版),2012,40(1): 77-81.

    CHEN Lingkun, JIANG Lizhong, WANG Liping. Seismic isolation application to high-speed railway bridges with lead rubber bearings[J]. Journal of Huazhong University of Science and Technology (Nature Science Edition), 2012, 40(1): 77-81.
    American Association of State Highway and Transportation Officials. AASSHTO guide specifications for LRFD seismic bridge design[S]. Washington D. C.: AASHTO, 2009.
    中华人民共和国交通运输部. 公路桥梁高阻尼隔震橡胶支座: JT/T 842—2012[S]. 北京: 人民交通出版社, 2012.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(11)  / Tables(3)

    Article views(564) PDF downloads(26) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return