摘要
本文推导出直接计算多肢剪力培结构墙肢弯矩的通解，运算非常简单快捷，且能满足精度要求．
An general solution for the wall-bracingbending moment of polybattened shear wall struc-ture is obtained in this paper, which may be usedto calculate internal forces simply and accurately.
出处
《力学与实践》
CSCD
北大核心
1999年第6期42-45,共4页
Mechanics in Engineering
关键词
通解
多肢剪力墙
内力计算
剪力墙
composed polybattened structure,dif- ference equation, overall derivation, polybattenedshear wall, calculation of internal force
