Anti-overturning Stability Numerical Analysis of Single Column Bridge

摘要：

　　Anti-overturning stability numerical analysis of a concrete single column bridge is introduced in this paper.The bearing capacity of the bridge is calculated under the condition of the bearings disengaging.The major factors making the bridge overturn are analyzed,and the preventive measures are given out.The results provide reference for the design of similar projects and driving demand.

关键词： single column bridge overturning the bearing disengaging stability

作者: Xianmin Zhang Bin Dong

作者单位: Airport College, Civil Aviation University of China, Tianjin, China

会议类型: 国际会议

会议名称: The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

会议地点: 郑州

会议语种:英文

页码: 705-708

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）