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双曲拱桥加固后荷载试验分析与承载力评定
引用本文:雷显勇,胡大琳,陈峰.双曲拱桥加固后荷载试验分析与承载力评定[J].城市道桥与防洪,2006(4):87-90.
作者姓名:雷显勇  胡大琳  陈峰
作者单位:长安大学公路学院,陕西,西安,710064
摘    要:该文以一座3孔30m的双曲拱桥(土山桥)为实例,根据该桥型的结构特性和加固特点,确定合理的荷载试验方案并进行测试。利用大型通用有限元结构分析程序ANSYS对该桥进行静力和动力计算,并与试验结果进行对比分析,从而对该双曲拱桥的加固效果和承载力进行综合评定。

关 键 词:双曲拱桥  加固  荷载试验  静动力分析  承载力评定
文章编号:1009-7716(2006)04-0086-04
收稿时间:2006-03-21
修稿时间:2006年3月21日

Analysis of Load Test and Evaluation of Bearing Capacity after Reinforcement of Double-curve Arched Bridge
Lei Xianyong,Hu Dalin,Chen Feng.Analysis of Load Test and Evaluation of Bearing Capacity after Reinforcement of Double-curve Arched Bridge[J].Urban Roads Bridges & Flood Control,2006(4):87-90.
Authors:Lei Xianyong  Hu Dalin  Chen Feng
Abstract:The article takes a 3-span 30-m double-curve arched bridge(Tushan Bridge)as an example to determine the reasonable load test scheme and to test based on the structural features and reinforcement characteristics of this bridge.The large-sized common finite element structural analysis program ANSYS is used to carry out the static and dynamic calculations of the bridge,and to analyze and compare with the test result so as to carry out the comprehensive evaluation of the reinforcement result and the bearing capacity of this double-curve arched bridge
Keywords:double-curve arched bridge  reinforcement  load test  static and dynamic analysis  evaluation of bearing capacity
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