节点文献

预应力简支钢箱梁固有频率影响因素分析

ANALYSIS OF INFLUENTIONAL FACTORS ON NATURAL FREQUENCIES OF SIMPLY SUPPORTED STEEL BOX GIRDER WITH PRESTRESSED TENDONS

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 贾艳敏王佳伟韩基刚

【Author】 JIA Yan-min1,WANG Jia-wei1,2,HAN Ji-gang1(1.College of Civil Engineering,Northeast Forestry University,Harbin 150040,China;2.Datong Highway Engineering Company of Liaoning Province,Shenyang 110000,China)

【机构】 东北林业大学土木工程学院辽宁大通公路工程有限公司

【摘要】 以预应力简支钢箱梁模型试验的测试结果为基础,应用有限元分析软件ANSYS建立了普通简支钢箱梁和预应力简支钢箱梁有限元分析模型,分析结果得到模型试验的良好验证,并用该模型分析了预加力对简支钢箱梁的固有频率的影响以及钢索索力大小、钢索截面面积和钢箱梁钢板厚度对预应力简支钢箱梁固有频率的影响。

【Abstract】 Based on the result of model experiment of a simply supported steel box girder with prestressed tendons,finite element models of a simply supported steel box girder and a simply supported steel box girder with prestressed tendons were established with ANSYS finite element analysis software.The accuracy of the finite element analysis is verified well by the comparison with the result of the model experiment.This paper analyzes the effects of the magnitude of prestress forces,the section area of the tendons and the steel plate thickness on natural frequencies of the steel box girder with prestressed tendons.

  • 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2009年S1期
  • 【分类号】U448.213
  • 【被引频次】13
  • 【下载频次】267
节点文献中: 

本文链接的文献网络图示:

本文的引文网络