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求解超静定结构位移方法的研讨
引用本文:冯社佐.求解超静定结构位移方法的研讨[J].五邑大学学报(社会科学版),1989(Z1).
作者姓名:冯社佐
摘    要:本文应用能量原理,证明了利用莫尔(O.Mohr)公式求解超静定结构位移时,由于约束条件不同,在单位状态中,单位荷载是作用于结构的静定基上,还是作用于原超静定结构上,所得的位移结果,有时是一致的;但也有不相同的情况。应予区别。

关 键 词:超静定结构  位移  静定基  单位荷载

Comments on the Method for Solving Displacements of Statically Indeterminate Structures
Feng Shezuo.Comments on the Method for Solving Displacements of Statically Indeterminate Structures[J].Journal of Wuyi University(Social Sciences Edition),1989(Z1).
Authors:Feng Shezuo
Institution:Feng Shezuo
Abstract:Energy principle has proved in this paper that as Mohr Formula is applied in calcul ating displacements of statically indeterminate structures, in the unit state, the results of displacements are sometimes identical but sometimes are not, depending on different conditions, i.e, either the unit load acts on the released structures or on the oringinal statically indeterminate structures. This should be distinguished.
Keywords:Statically Indeterminate Structure  Displacement  Released Structure  Unit load    
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