| 异形柱结构在工程中的应用与分析 |
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| 引用本文： | 吴春萍,许有安.异形柱结构在工程中的应用与分析[J].安徽建筑工业学院学报,2008,16(2):11-16. |
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| 作者姓名： | 吴春萍 许有安 |
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| 作者单位： | [1]合肥工业大学建筑设计院,合肥 230009 [2]合肥工业大学钢结构公司,合肥 230009 |
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| 摘 要： | 对在同一平面内即布置矩形柱又布置异形柱的结构做了时程分析，又对底层采用矩形柱的异形柱结构进行了抗震分析，结果表明改进后的异形柱结构变形更小，各层刚度分布更为均匀，有利于抗震。
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| 关 键 词： | 异形柱 矩形柱 抗震 时程分析 位移 层间位移 刚度 |
| 文章编号： | 1006-4540(2008)02-011-06 |
| 修稿时间： | 2008年3月18日 |
The Application and Analysis of Special-shaped Column Frame in Engineering |
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| WU Chun-ping,XU You-an.The Application and Analysis of Special-shaped Column Frame in Engineering[J].Journal of Anhui Institute of Architecture(Natural Science),2008,16(2):11-16. |
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| Authors: | WU Chun-ping XU You-an |
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| Affiliation: | WU Chun-ping1,XU You-an2(Hefei university of technology Steel companies anhui hefei 230009) |
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| Abstract: | This paper done a time-history analysis for the same plane in which layout both rectangular column and special-shaped column,Also done a seismic analysis for the special-shaped column structure whose bottom is rectangular column.The results show that the improved structure of the special-shaped columns' deformation is smaller and on each floor stiffness is more evenly distributed.So it is helpful in the earthquake. |
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| Keywords: | special-shaped column rectangular column anti-seismic time-history analysis Displacement floor Displacement Stiffness |
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