Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 53 Issue 8
Aug.  2023
Turn off MathJax
Article Contents
CAO Shanshan, ZHUANG Qingtai, YAN Xiaoyu. Seismic Design and Structural Study of Bridges Across Active Fault Zones[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 222-227. doi: 10.13204/j.gyjzG23060103
Citation: CAO Shanshan, ZHUANG Qingtai, YAN Xiaoyu. Seismic Design and Structural Study of Bridges Across Active Fault Zones[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 222-227. doi: 10.13204/j.gyjzG23060103

Seismic Design and Structural Study of Bridges Across Active Fault Zones

doi: 10.13204/j.gyjzG23060103
  • Received Date: 2023-04-07
    Available Online: 2023-10-17
  • Seismic design of bridges across active fault zones is a complex and systematic problem. Yingpan Bridge was taken as a research subject, which crossed the Longshu-Houzipo breakage of Ludian earthquake fault zone in Yunnan Province. A comprehensive study of domestic and international codes and research results was investigated based on the analysis of the seismic structural characteristics of the bridge location and bridge the requirements for seismic resistance. The seismic design of the bridge in the high seismic intensity zone was carried out with the consideration of the influence of the fracture dislocations generated by the active fault zone on the structure. According to the design concept and principle of "multiple lines of defense and graded energy consumption", design strategies and concrete anti-seismic measures of Yingpan Bridge were put forward from aspects of seismic conceptual design of bridge,seismic isolation design and anti-falling beam system, which could providea reference for the seismic design of samilar structures.
  • loading
  • [1]
    章吉青.广从断裂对流溪河特大桥安全性影响研究[J].公路,2009(7):271-275.
    [2]
    王统宁,刘健新,于泳波.近断层地震动作用下减隔震桥梁空间动力分析[J].交通运输工程学报, 2009, 9(5):20-25

    ,31.
    [3]
    GOEL R K, CHOPRA A K. Nonlinear analysis of ordinary bridge crossing fault-rupture zones[J]. Journal of Bridge Engineering, 2009, 14(3):216-224.
    [4]
    刘闯, 冯忠居, 苏航州, 等. 跨活动断层桥梁抗震技术的探索[J]. 公路, 2018(11):114-118.
    [5]
    闻学泽, 杜方, 易桂喜,等.川滇交界东段昭通、莲峰断裂带的地震危险背景[J]. 地球物理学报, 2013, 56(10):3361-3372.
    [6]
    盛兆琦,胡进军,谢礼立.跨断层工程输入地震动模拟及其应用研究进展[J].地震工程与工程振动,2023,43(1):1-13.
    [7]
    惠迎新,王克海,李冲.跨断层地表破裂带桥梁震害研究及抗震概念设计[J].公路交通科技,2014,31(10):51-57.
    [8]
    于淼,刘必灯,王伟.近断层桥梁直接震害特征分析[J].防灾科技学院学报,2016,18(2):41-53.
    [9]
    日本免震构造协会. 建筑物隔震·减震设计手册(日)[M]. 季小莲,译. 北京:中国建筑工业出版社, 2020.
    [10]
    李瑞, 张元峰. 跨断裂带桥梁抗震设分析[J]. 中国公路, 2019(23):101-103.
    [11]
    中交路桥技术有限公司.公路工程抗震规范:JTG 1302-2013[S]. 北京:人民交通出版社, 2014.
    [12]
    重庆交通科研设计院有限公司. 公路桥梁抗震设计规范:JTG/T 2231-01-2020[S]. 北京:人民交通出版社, 2020.
    [13]
    BRYANT W A. History of the alquist-priolo earthquake fault zoning act, California, USA[J]. Environmental & Engineering Geoscience, 2010,16(1):7-18.DOI: 10.2113/gseegeosci./6.1.7.
    [14]
    CARVALHO E, ELNASHAI A, FARDIS M, et al. Designers guide to EN 1998-1 and 1998-5. Eurocode 8:design provisions for earthquake resistant structures[M]. London:Thomas Telford Publisher, 2005.
    [15]
    中华人民共和国住房和城乡建设部. 建筑抗震设计规范:GB 50011-2010[S]. 北京:中国建筑工业出版社, 2016.
    [16]
    徐锡伟,陈桂华.活动断层避让问题探讨与建议[J].城市与减灾,2018(1):8-13.
    [17]
    AASHTO. Guide specifications for LRFD seismic bridge design:AASHTO LRFDSEIS-2011[S]. 2nd Edition. Washington, DC, 2015.
    [18]
    中华人民共和国住房和城乡建设部. 城市桥梁抗震设计规范:CJJ 166-2011[S]. 北京:中国建筑工业出版社, 2011.
    [19]
    中国工程建设标准化协会. 叠层橡胶支座隔震技术规程:CECS 126-2001[S]. 北京:中国计划出版社, 2001.
    [20]
    中国公路学会桥梁和结构工程分会. 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.
    [21]
    汤磊,周恩泉.扣接封闭箍筋约束浆锚连接剪力墙抗震性能[J]. 工业建筑, 2022, 52(6):79-86.
    [22]
    安文俊. 近场地震作用下墩梁分离对桥墩破坏影响的研究[D].南昌:南昌大学,2022.
    [23]
    林莉,何必.地震高烈度地区桥梁结构防落梁系统数值化分析[J]. 低碳世界, 2022, 12(5):160-162.
    [24]
    刘洋.跨断裂带简支梁桥三级防落梁系统设计[J]. 城市道桥与防洪,2022(3):74-76,13.
    [25]
    臧雪宇,亓路宽.蜂窝型抗震耗能挡块设计及试验研究[J].工业建筑,2021,51(8):114-119.
  • 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

    Article Metrics

    Article views (129) PDF downloads(3) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return