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中承式钢管混凝土拱桥调查与动力特性分析
引用本文:吴梅容,曾惠珍,陈晋阳,孙颖. 中承式钢管混凝土拱桥调查与动力特性分析[J]. 福建建材, 2010, 0(6): 22-24
作者姓名:吴梅容  曾惠珍  陈晋阳  孙颖
作者单位:[1]福建交通职业技术学院,福建福州350007 [2]福州职业技术学院 ,福建福州350007 [3]福州大学,福建福州350007
摘    要:中承式钢管混凝土拱桥作为一种新型的桥梁型式应用广泛。在统计分析国内已建成的100余座中承式钢管混凝土拱桥的基本资料基础上,得出了跨径、矢跨比、边主跨比、矢高比、宽跨比和拱轴线型等设计参数的常用范围;根据统计得到的典型桥例为基准,采用MIDAS有限元软件分析桥例的结构动力特性;对典型桥例进行结构动力特性参数分析,得到了各设计参数对结构动力特性的影响规律。

关 键 词:中承式钢管混凝土拱桥  有限元分析  动力特性  参数分析

Investigation and dynamic property of half-through CFST arch bridge
WU Mei-rong,ZENG Hui-zhen,CHEN Jin-yang,SUN Ying. Investigation and dynamic property of half-through CFST arch bridge[J]. , 2010, 0(6): 22-24
Authors:WU Mei-rong  ZENG Hui-zhen  CHEN Jin-yang  SUN Ying
Affiliation:WU Mei-rong,ZENG Hui-zhen,CHEN Jin-yang,SUN Ying
Abstract:Half-through CFST arch bridges have widely used as a newly bridge.Based on statistical analysis of more than 100 domestic completed half-through CFST arch bridges, general scope of important parameters, such as span, ratio of rise-to- span, ratio of rise for side span and main span, ratio of breadth to span were summarized. Then identify a typical half-through CFST arch bridge accordingly as a benchmark bridge, dynamic characteristic were illustrated by MIDAS FEA. Accordingly , effect law of various design parameters on structural dynamic characteristic were summarized by parameters research.
Keywords:half-through CFST arch bridge  FEA  dynamic characteristic  parameters analysis
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