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梁式桥墩台剪切破坏机理研究
引用本文:李红星,白勇,姜治伟,张占军,高荣雄.梁式桥墩台剪切破坏机理研究[J].城市道桥与防洪,2010(6):60-62.
作者姓名:李红星  白勇  姜治伟  张占军  高荣雄
作者单位:洛阳市公路规划勘察设计院,河南,洛阳,471000;洛阳市公路管理局,河南洛阳,471000;京宁友联,北京,科技有限公司,北京市,100176;东南大学,江苏南京,211100;华中科技大学,湖北武汉,430074
摘    要:该文针对现役梁式桥墩台普遍存在剪切破坏的现象,立足于实际问题从理论出发对于墩台剪切破坏的机理进行系统的研究,并归纳出导致梁式桥墩台剪切破坏的原因。

关 键 词:梁式桥  墩台  剪切破坏

Study on Shear Failure Mechanism of Beam Pier and Abutment
Li Hongxing,Bai Yong,Jiang Zhiwei,Zhang Zhanjun,Gao Rongxiong.Study on Shear Failure Mechanism of Beam Pier and Abutment[J].Urban Roads Bridges & Flood Control,2010(6):60-62.
Authors:Li Hongxing  Bai Yong  Jiang Zhiwei  Zhang Zhanjun  Gao Rongxiong
Abstract:Aiming at the shear failure commonly existing in the beam pier and abutment under service and according to the practical problems, the article theoretically studies the mechanism of shear failure of the pier and abutment, and sums up the causes of the shear failure of the beam pier and abutment.
Keywords:beam bridge  pier and abutment  shear failure  
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