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吊杆损伤对钢管混凝土拱桥自振特性影响的分析
引用本文:陈淮,葛素娟.吊杆损伤对钢管混凝土拱桥自振特性影响的分析[J].桥梁建设,2008(4).
作者姓名:陈淮  葛素娟
作者单位:郑州大学土木工程学院,河南,郑州,450001
基金项目:河南省杰出人才计划项目
摘    要:以京珠高速公路郑州黄河大桥主桥为研究对象,采用ANSYS有限元程序,建立该下承式钢管混凝土拱桥的空间有限元计算模型,分析不同吊杆损伤对桥梁自振特性的影响,计算结果表明,吊杆损伤对该拱桥的自振频率影响较大,吊杆损伤导致桥梁竖向和扭转自振频率降低.计算结果可为桥梁使用阶段的健康检测和维护提供参考.

关 键 词:钢管混凝土拱桥  有限元法  自振频率  吊杆  损伤

Analysis of Influence of Suspender Damage on Natural Vibration Characteristic of Concrete-Filled Steel Tube Arch Bridge
CHEN Huai,GE Su-juan.Analysis of Influence of Suspender Damage on Natural Vibration Characteristic of Concrete-Filled Steel Tube Arch Bridge[J].Bridge Construction,2008(4).
Authors:CHEN Huai  GE Su-juan
Institution:CHEN Huai,GE Su-juan(School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China)
Abstract:Taking the main bridge of Zhengzhou Huanghe River Bridge on Beijing-Zhuhai Expressway as the research object,this paper sets up a three-dimensional finite element calculation model for the concrete-filled steel tube through arch bridge by means of finite element analysis software ANSYS and analyzes the influence of different cases of suspender damage on the natural vibration characteristic of the bridge.The results of calculation reveal that the suspender damage has considerable influence on the natural vib...
Keywords:concrete-filled steel tube arch bridge  finite element method  natural vibration frequency  suspender  damage  
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