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无剪力分配法中杆端弯矩间的关系式
引用本文:徐子善.无剪力分配法中杆端弯矩间的关系式[J].西安科技大学学报,1995(1).
作者姓名:徐子善
摘    要:本文用转角位移方程导出了满足无剪力分配法条件之结构中各杆端弯矩之间的关系式,可用来校核用各种方法计算此类结构所得的结果。

关 键 词:转角位移方程,杆端弯矩,剪力静定

RELATION OF BENDING MOMENTS AT THE ENDS OF BARS IN NON-SHEAR DISTRIBUTION METHOD
Xu Zishan.RELATION OF BENDING MOMENTS AT THE ENDS OF BARS IN NON-SHEAR DISTRIBUTION METHOD[J].JOurnal of XI’an University of Science and Technology,1995(1).
Authors:Xu Zishan
Institution:Basic course Department
Abstract:he relation of bending moments at the ends of bars is given in this paper by slope-deflection equation for being content with conditions of non-shear distribution method. It may be used to examine the computational results of those structures with various methods.
Keywords:slope-deflection equation  bar bending moment  shear force statically determinant
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