| 高层建筑短肢剪力墙与异形柱结构受力分析 |
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| 引用本文： | 冯勇.高层建筑短肢剪力墙与异形柱结构受力分析[J].山西建筑,2006,32(1):93-94. |
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| 作者姓名： | 冯勇 |
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| 作者单位： | 河南省濮阳市建筑设计研究院 |
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| 摘 要： | 阐述了新的高层住宅结构形式中短肢剪力墙和异形柱两种结构的受力特点，并分析了各自的结构计算、构造的相关问题，以提高结构的安全保障力，满足人们对住宅空间的要求。
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| 关 键 词： | 短肢剪力墙 异形柱结构 轴压比 |
| 文章编号： | 1009-6825(2006)01-0093-02 |
| 收稿时间： | 2005-09-02 |
| 修稿时间： | 2005年9月2日 |
Forces analysis on the short column shear wall and special-shaped column of high-rise building |
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| FENG Yong.Forces analysis on the short column shear wall and special-shaped column of high-rise building[J].Shanxi Architecture,2006,32(1):93-94. |
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| Authors: | FENG Yong |
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| Abstract: | The mechanic properties of the short column shear wall and special-shaped column in high-rise building are briefly elaborated. The structural calculation and related problems about construction of them are analyzed in order to increase the seCUrity of structures and meet the requirements of people on living space. |
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| Keywords: | short column shear wall special-shaped column axial compression ratio |
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