| 多肢墙的线性方程解 |
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| 引用本文： | 王慕勇,李罗峰. 多肢墙的线性方程解[J]. 计算力学学报, 1993, 10(4) |
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| 作者姓名： | 王慕勇 李罗峰 |
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| 作者单位： | 大连建筑设计院 116001(王慕勇)，大连建筑设计院 116001(李罗峰) |
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| 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。
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| 关 键 词： | 剪力墙 R.Rossman方法 连梁连续化假定 |
Linear Equation Solution of Multi-Branch Shear Wall |
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| Wang Muyong,Li Luofeng. Linear Equation Solution of Multi-Branch Shear Wall[J]. Chinese Journal of Computational Mechanics, 1993, 10(4) |
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| Authors: | Wang Muyong Li Luofeng |
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| Abstract: | 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. |
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| Keywords: | shear wall R. Rossman s method continuous assumption of conneting beams |
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