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用等刚度法计算变截面框架

ANALYSIS OF FRAMES WITH VARIABLE CROSS SECTIONS BY IDENTITY—STIFFNESS METHOD

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【作者】 胡必武闫建忠齐卫清

【Author】 Hu Biwu;Yan Jianzhong(Water Conservancy Department of Ningxia Agricultural College,Yongning,Ningxia, 750105)Qi Weiqing(Nigxia Architecture Mechanic School)

【机构】 宁夏农学院水利系!宁夏永宁750105宁夏建筑技工学校

【摘要】 本文介绍变截面框架以转动刚度相等为原则,用等截面或带刚域杆件代换变截面杆件的计算方法,并通过算例指出,一般情况下,误差较小,能满足工程设计要求。可供设计人员参考。

【Abstract】 The calculation method of frames with variable cross sections is presented in thepaper,these winds of frames are simplified into identifying cross sections or with regid—region bars by means of principle of identity--rotation stiffness of them. Caleulation exampleshave shown that the accuracy of the method is high,and engineering design demand can begenerally satisfied. It is quite useful for engineers.

  • 【文献出处】 宁夏农学院学报 ,JOURNAL OF NINGXIA AGRICULTURAL COLLEGE , 编辑部邮箱 ,1997年02期
  • 【分类号】TU311.4
  • 【被引频次】2
  • 【下载频次】117
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