| 分析高层框─剪和联肢剪力墙的两步形变法 |
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| 引用本文： | 洪觉新.分析高层框─剪和联肢剪力墙的两步形变法[J].华南理工大学学报(自然科学版),1995(7). |
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| 作者姓名： | 洪觉新 |
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| 作者单位： | 华南建设学院东院 |
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| 摘 要： | 推导出分析高层框架－剪力培协同工作和联肢剪力墙的两步形变法一般公式。这些公式也能分析高层壁式框架和框架，并已设计编写了计算机程序。
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| 关 键 词： | 计算方法 高层结构 计算机应用／两步形变法 |
THE METHOD OF TWO-STEP DEFORMATION FOR ANALYZING THE HIGH -RISE FRAME -SHEAR WALL AND THE MULTI-LINKING SHEAR WALLS |
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| Hong Juexin.THE METHOD OF TWO-STEP DEFORMATION FOR ANALYZING THE HIGH -RISE FRAME -SHEAR WALL AND THE MULTI-LINKING SHEAR WALLS[J].Journal of South China University of Technology(Natural Science Edition),1995(7). |
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| Authors: | Hong Juexin |
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| Institution: | South China Construction Institute |
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| Abstract: | Some general formulas of the two-step deformation method, which can aloe be used to analyze both the high -rise walled frames and the common frames have been derived in this paper for' analyzing the coordination of the high-rise frame-shear walls and the multi-linking shear walls, and the computer program thereof had been designed and compiled. |
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| Keywords: | s:calculating method high-rise structure computer applications/two -step deformation method |
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