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中承式钢管混凝土拱桥静动载试验
引用本文:谢开仲,陈光强,韦立林,秦荣.中承式钢管混凝土拱桥静动载试验[J].兰州理工大学学报,2005,31(6):111-114.
作者姓名:谢开仲  陈光强  韦立林  秦荣
作者单位:广西大学,土木建筑工程学院,广西,南宁,530004;广西大学,土木建筑工程学院,广西,南宁,530004;广西大学,土木建筑工程学院,广西,南宁,530004;广西大学,土木建筑工程学院,广西,南宁,530004
基金项目:国家自然科学基金(19872020)
摘    要:为了检验桂林石隶渡漓江大桥成桥后的结构实际状态和工作性能,为大桥工程验收提供科学的依据,通过对该桥进行静载试验、动载试验和有限元分析,对其主要的技术参数进行了计算和试验分析.试验内容主要有关键拱肋截面的位移和内力、振动频率、冲击系数和振动阻尼比等静动力特性.结果表明该桥的设计和施工质量优良,桥粱的工作状态和各项力学性能满足规范和设计要求.

关 键 词:钢管混凝土拱桥  有限元  荷载试验
文章编号:1000-5889(2005)06-0111-04
收稿时间:2004-12-16
修稿时间:2004年12月16

Static and dynamic loading test of half-through CFST arch bridge
XIE Kai-zhong,CHEN Guang-qiang,WEI Li-lin,QIN Rong.Static and dynamic loading test of half-through CFST arch bridge[J].Journal of Lanzhou University of Technology,2005,31(6):111-114.
Authors:XIE Kai-zhong  CHEN Guang-qiang  WEI Li-lin  QIN Rong
Institution:Department of Civil and Architecture Engineering, Guangxi University, Nanning 580004, China
Abstract:In order to inspect the actual status and performance of the bridge across the Li River available at Guilin Shijia ferry and provide scientific basis for the project acceptance, it was statically and dynamically tested and analyzed with finite element method, and its technical performances are calculated and analyzed. The test covers the deflection and stress of the main sections, natural frequency, impact coefficient and damping ratio, etc. The result indicates that the bridge has a high quality of design and construction, and its work condition and all mechanical performances of this bridge can meet the requirement of the codes and design.
Keywords:concrete-filled-steel-tube arch bridge  finite element  load test
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