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大跨度钢箱提篮拱桥建模及动力特性分析
引用本文:王建军,周创理,邱夏平. 大跨度钢箱提篮拱桥建模及动力特性分析[J]. 广西工学院学报, 2007, 18(2): 37-40
作者姓名:王建军  周创理  邱夏平
作者单位:广西大学,土木建筑工程学院,广西,南宁,530004;广西百色市公路局,广西,百色,533000;中国轻工业南宁设计工程有限公司,广西,南宁,530000
基金项目:国家自然科学基金(19872020),广西科技攻关项目(桂科攻0592005-1)
摘    要:基于大型通用有限元软件ANSYS,利用有限元法建立了大跨度钢箱提篮连拱桥的分析模型,考虑了剪切和翘曲变形的影响,用Block-Lanczos法分析了其振动规律和动力特性,得到了大桥的振型、频率等资料数据,对大桥的动力性能做出评价,得出了一些有价值的结论,可作为同类型桥梁计算分析的参考。

关 键 词:有限元分析  钢箱提篮连拱  动力特性  翘曲剪切变形
文章编号:1004-6410(2007)02-0037-04
收稿时间:2007-04-20
修稿时间:2007-04-20

Modeling and dynamic properties analysis of long span X-style box-section arch bridge
WANG Jian-jun,ZHOU Chuang-li,QIU Xia-ping. Modeling and dynamic properties analysis of long span X-style box-section arch bridge[J]. Journal of Guangxi University of Technology, 2007, 18(2): 37-40
Authors:WANG Jian-jun  ZHOU Chuang-li  QIU Xia-ping
Affiliation:1. Department of Civil and Architectural Engineering, Guangxi University, Nanning 530004, China; 2. Baise Road Bureau, Baise 533000, China; 3. China Light Industry Design Ltd. of Nanning, Nanning 53000, China
Abstract:Based on the finite element software,ANSYS,the spatial model of a long span X-style box-section arch bridge was created.With the consideration of warping and shear deflection effect,the dynamic properties of the bridge were analyzed by the Block-Lanczos method and the data of frequencies and shapes were obtained.At last,the dynamic properties were assessed and some conclusions were obtained which can be a reference to the bridges with same style.
Keywords:finite element method  multiple X-style box-section arch bridge  dynamic properties  warping and shear deflection
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