摘要
本文去掉了R.Rossman方法中连梁连续化这一基本假定,给出了一种更符合实际的解法,该方法可以直接处理多肢墙,进而解决了R.Rossman方法中弯矩分配系数的确定问题。
In this paper, the basic continuous assumption of conneting beam in R. Rossman's method is given up and a new method is proposed which conforms to practice better. By this new method, the multi-branch shear wall can be dealt with directly,so that the problem of determining the factor of moment distribution in R. Rossman S method is solved.
关键词
剪力墙
建筑
结构力学
线性方程解
shear wall,R. Rossman s method, continuous assumption of conneting beams
