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双曲拱桥的结构检算及病害分析
引用本文:陶红艳.双曲拱桥的结构检算及病害分析[J].森林工程,2007,23(2):59-61.
作者姓名:陶红艳
作者单位:东北林业大学,哈尔滨,150040
摘    要:通过对双曲拱桥上部结构检算,确定其承载能力,并通过静载试验进行验证。对该桥病害成因进行分析,为维修和加固提供理论上的依据。

关 键 词:双曲拱桥  结构检算  静载试验  病害
文章编号:1001-005X(2007)02-0059-03
收稿时间:11 14 2006 12:00AM
修稿时间:2006年11月14

The Upper Structure Checking Method and Defects Analysis of Two-way Curved Arch Bridge
Tao Hongyan.The Upper Structure Checking Method and Defects Analysis of Two-way Curved Arch Bridge[J].Forest Engineering,2007,23(2):59-61.
Authors:Tao Hongyan
Institution:North- east Forestry University, Harbin 150040
Abstract:The article studies the bearing capacity of two-way curved arch bridge based on the upper structure checking method. Static loading test was used for validation. The reasons causing defects of the bridge were analyzed. The paper may provide some theoretical references for bridge maintenance and strengthening.
Keywords:two-way curved arch bridge  structure checking method  static loading test  defects
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