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曲线箱梁桥的动力特性参数分析
引用本文:赵青,肖卓.曲线箱梁桥的动力特性参数分析[J].世界地震工程,2010,26(1).
作者姓名:赵青  肖卓
作者单位:安徽建筑工业学院,土木工程学院,安徽,合肥,230022
基金项目:安徽省教育厅自然科学研究项目 
摘    要:结合某城市一座立交工程匝道高架曲线箱梁桥的工程实例,采用大型有限元分析程序ANSYS,选取空间梁单元建立动力计算模型,研究了在跨度相同的条件下,曲率半径与角度比值对曲线梁桥动力特性和地震反应的影响.分析结果表明:曲率半径与角度比值是影响动力特性的一个重要参数.且对曲线梁桥的切向刚度、径向刚度和地震反应有较大的影响.

关 键 词:桥梁工程  曲线箱梁桥  有限元法  动力特性  地震反应  参数分析

Analysis on dynamic characteristic parameters of a curved box-girders bridge
ZHAO Qing,XIAO Zhuo.Analysis on dynamic characteristic parameters of a curved box-girders bridge[J].World Information On Earthquake Engineering,2010,26(1).
Authors:ZHAO Qing  XIAO Zhuo
Institution:ZHAO Qing,XIAO Zhuo(Department of Civil Engineering,Anhui Institute of Architecture , Industry,Hefei 230022,China)
Abstract:Taking an engineering design case of a curved box-girders bridge,a three-dimensional finite element calculating model for the curved box-girders bridge is set up by means of finite element analysis program ANSYS and the influence of the curved box-girders bridge with the ratio of curvature radius to angle under same span on dynamic characteristics and seismic responrse is researched.The analyzed results show that the ratio of curvature radius to angle are an importance parameter,which affects the dynamic ch...
Keywords:bridge engineering  curved box-girders bridge  finite element method  dynamic characteristic  seismic response  parameter analysis
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