首页 | 本学科首页   官方微博 | 高级检索  
     检索      

带弹簧支撑超静定结构位移的简化计算方法
引用本文:乔朋,谭晶晶.带弹簧支撑超静定结构位移的简化计算方法[J].力学与实践,2011,33(6):85-87.
作者姓名:乔朋  谭晶晶
作者单位:1. 长安大学 建筑工程学院;2. 西安市政设计研究院有限公司;
摘    要:针对带有弹性支撑的超静定结构的位移计算问题, 对利用虚功原理得到的位移计 算一般公式进行了进一步推导, 提出了该类结构位移的简化计算方法. 文中计算公式表达形 式简洁, 且与一般刚性支撑超静定结构的位移计算方法一致. 通过与有限元分析结果的对比, 证明了该公式的正确性.

关 键 词:超静定结构  弹性支撑  虚功原理  位移计算  
收稿时间:2011-01-24

Simplified method for calculating the deformation of indeterminate structures with spring supports
Peng Qiao,Jingjing Tan.Simplified method for calculating the deformation of indeterminate structures with spring supports[J].Mechanics and Engineering,2011,33(6):85-87.
Authors:Peng Qiao  Jingjing Tan
Abstract:In this paper, a simplified method was deduced for calculating the deformation of indeterminate structures with spring supports, according to the regular formula based on the principle of virtual work. The proposed formula, which is briefer, has the same form as the regular deformation formula for structures with rigid supports. Finally, an example was solved by the given formula and its correctness was proved by results of the finite element method.
Keywords:indeterminate structure  spring supports  virtual work principle  deformation calculation
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《力学与实践》浏览原始摘要信息
点击此处可从《力学与实践》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号