| 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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| 多肢墙的线性方程解 |
| Linear Equation Solution of Multi-Branch Shear Wall |
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| DOI：10.7511/jslx19934073 |
| 中文关键词: 剪力墙,R.Rossman方法,连梁连续化假定 |
| 英文关键词:shear wall,R. Rossman s method, continuous assumption of conneting beams, |
| 基金项目: |
| 王慕勇 李罗峰 |
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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| 摘要点击次数: 1659 |
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| 中文摘要: |
| 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。 |
| 英文摘要: |
| 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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