华南理工大学学报(自然科学版) ›› 2016, Vol. 44 ›› Issue (3): 103-109,127.doi: 10.3969/j.issn.1000-565X.2016.03.015

• 交通与运输工程 • 上一篇    下一篇

基于风险的桥梁多灾害下合理冲刷深度研究

杨延凯 马如进 陈艾荣   

  1. 同济大学 桥梁工程系,上海 200092
  • 收稿日期:2015-05-11 修回日期:2015-10-19 出版日期:2016-03-25 发布日期:2016-02-02
  • 通信作者: 杨延凯(1984-),男,博士生,主要从事桥梁设计理论研究. E-mail:yangyankai2014@126.com
  • 作者简介:杨延凯(1984-),男,博士生,主要从事桥梁设计理论研究.
  • 基金资助:
    “十二五”交通运输部重大科研专项(2011318494160)

Risk-Based Probe into Appropriate Scour Depth of Bridge Under Multiple Hazards

YANG Yan-kai MA Ru-jin CHEN Ai-rong   

  1. Department of Bridge Engineering,Tongji University,Shanghai 200092,China
  • Received:2015-05-11 Revised:2015-10-19 Online:2016-03-25 Published:2016-02-02
  • Contact: 杨延凯(1984-),男,博士生,主要从事桥梁设计理论研究. E-mail:yangyankai2014@126.com
  • About author:杨延凯(1984-),男,博士生,主要从事桥梁设计理论研究.
  • Supported by:
    Supported by the“Twelfth Five Year Plan”Major Scientific and Technological Special Project of Ministry of Transport of China (2011318494160)

摘要: 为了在桥梁设计和评估中充分考虑多灾害影响,基于一致风险原则,提出桥梁在考虑冲刷和地震联合灾害作用条件下的分析框架,开展了考虑地震灾害的合理冲刷深度研究. 首先对桥梁进行考虑冲刷的地震易损性分析,获得结构的易损性曲线和易损面;根据两种灾害的危险性模型,获得不同给定冲刷深度下失效概率与冲刷深度的关系及联合失效概率. 然后将联合失效概率所对应的冲刷深度作为两种灾害组合时的合理冲刷深度,进一步与设计冲刷深度比较,得到地震和冲刷多灾害下桥梁设计中所需要的冲刷荷载组合系数,并以一悬索桥为例说明分析过程. 文中方法有效考虑了桥梁整体风险和经济性,可为地震和冲刷联合灾害作用下不同类型和大小的桥梁的探索分析提供基础.

关键词: 桥梁, 风险, 地震, 冲刷, 多灾害

Abstract: In order to guide the future design of new bridges or the assessment of existing ones,a multi-hazard de- sign framework is proposed on the basis of risk-consistent design for bridges under earthquake and scour hazards,and the appropriate scour depth considering the earthquake is investigated.Firstly,a fragility analysis considering scour is carried out for the bridge under earthquake to obtain the fragility surface and fragility curve of the bridge.Secondly,two probabilistic risk models respectively corresponding to earthquake and scour hazards are proposed and are used to reveal the relationship between the failure probability under seismic hazard and the scour depth and to obtain the joint failure probability of the bridge.Then,the scour depth corresponding to joint failure probability is taken as the appropriate scour depth to make a comparison with the designed value,from which load combination factors for bridge design are determined.Finally,a case study on a suspend bridge is carried out.The results show that the proposed method effectively considers both bridge risk and economy,so that it lays a foundation for explo- ring the combined action of earthquake and scour hazards for bridges with different types and scales.

Key words: bridge, risks, earthquakes, scour, multiple hazard

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