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洪家渡水电站厂房矩形钢管混凝土叠合柱抗震分析

Aseismatic Analysis of Rectangular Concrete Filled Steel Tube Composite Column of Hongjiadu Hydropower Station Powerhouse

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【作者】 卢羽平张燎军冉懋鸽

【Author】 LU Yu-ping~1, ZHANG Liao-jun~1, RAN Mao-ge~2 (1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China; 2.Guiyang Investigation Design & Research Institute , Guiyang 550002,China)

【机构】 河海大学水利水电工程学院贵阳勘测设计研究院 江苏南京210098江苏南京210098贵州贵阳550002

【摘要】 基于大型通用有限元分析软件ANSYS,针对洪家渡水电站厂房钢—混凝土叠合排架柱,建立了矩形钢管混凝土柱三维动力有限元计算模型.对钢管混凝土叠合柱进行了模态分析和共振校核,并运用反应谱法计算了叠合柱沿横截面的长度方向和厚度方向水平地震时的地震反应.计算成果合理,符合工程实际,为工程设计提供了科学的参考依据.

【Abstract】 Based on ANSYS,a well-known large general finite element method analysis software, a 3-D dynamic finite element model of rectangular concrete filled steel tube column was built to simulation a steel concrete bent column in the powerhouse of Hongjiadu hydropower station.On the basis of this concrete filled steel tube composite column model modal analysis and resonance check were achieved,and response spectrum method was used to calculate the seismic response of the composite column under the horizontal earthquake along the length direction and the thickness direction of the transverse section.The result is reasonable and in agreement with the engineering practice, and provides scientific reference base for engineering design.

  • 【文献出处】 华北水利水电学院学报 ,Journal of North China Institute of Water Conservancy and Hydroelectric Power , 编辑部邮箱 ,2005年01期
  • 【分类号】TV33
  • 【被引频次】15
  • 【下载频次】209
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