胡伟平, 孟庆春, 吴国勋. 无约束反对称静不定刚架截面相对位移的解法[J]. 力学与实践, 2009, 31(2): 78-79. DOI: 10.6052/1000-0992-2007-531
引用本文: 胡伟平, 孟庆春, 吴国勋. 无约束反对称静不定刚架截面相对位移的解法[J]. 力学与实践, 2009, 31(2): 78-79. DOI: 10.6052/1000-0992-2007-531
The analysis of section relative displacement in antisymmetric statically indeterminate frame without external restrctions[J]. MECHANICS IN ENGINEERING, 2009, 31(2): 78-79. DOI: 10.6052/1000-0992-2007-531
Citation: The analysis of section relative displacement in antisymmetric statically indeterminate frame without external restrctions[J]. MECHANICS IN ENGINEERING, 2009, 31(2): 78-79. DOI: 10.6052/1000-0992-2007-531

无约束反对称静不定刚架截面相对位移的解法

The analysis of section relative displacement in antisymmetric statically indeterminate frame without external restrctions

  • 摘要: 从虚功原理出发,重点讨论了在求解无约束反对称静不定刚架截面相对位移时,单位载荷状态的构造方法与原则,可以启发教师和学生在进行该部分内容的讲授与练习时,从本质上理解并灵活运用单位载荷法.

     

    Abstract: On the basis of the principle of virtual work, the building of unit-load state, when solving section relative displacement in antisymmetric statically indeterminate frame without external restrctions, is analyzed principally. The essential of the unit-load method can be understood well by students from the analysis of this paper.

     

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