| 两种异形柱结构体系抗震性能的对比研究 |
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| 引用本文： | 臧亚明,郭健,刘伟庆.两种异形柱结构体系抗震性能的对比研究[J].江苏建筑,2007(4):34-38. |
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| 作者姓名： | 臧亚明 郭健 刘伟庆 |
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| 作者单位： | 南通勘查设计有限公司,江苏,南通,226006;南京工业大学土木工程学院,江苏,南京,210009 |
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| 摘 要： | 文章通过振动台试验研究,以及对算例的弹塑性理论分析,综合对比研究了异形柱框架-短肢剪力墙和异形柱框架-剪力墙这两种异形柱结构体系的抗震性能、破坏形态和经济性能.结果显示这两种结构总体抗震性能较好,均满足了结构延性设计的要求.而异形柱框架-短肢剪力墙结构综合性价比较高,结构布局灵活方便,可作为小高层住宅结构设计的优选方案.
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| 关 键 词： | 振动台试验 异形柱 短肢剪力墙 弹塑性时程分析 |
| 文章编号： | 1005-6270（2007）04-0034-05 |
| 收稿时间： | 2007-05-29 |
| 修稿时间： | 2007-05-29 |
Comparative Study on the Seismic Behavior of two Structure Systems with Special- Shaped Columns |
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| ZANG Ya-ming,GUO Jian,LIU Wei-qing.Comparative Study on the Seismic Behavior of two Structure Systems with Special- Shaped Columns[J].Jiangsu Construction,2007(4):34-38. |
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| Authors: | ZANG Ya-ming GUO Jian LIU Wei-qing |
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| Affiliation: | 1. Nantong Prospect Design Co. , Ltd. , Nantong Jiangsu 226006 China; 2. College of Civil Engineering, Nanjing University of Technology , Nanjing Jiangsu 210009 China |
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| Abstract: | The earthquake resistant abilities, destroyed form and economical capacity of the frame - short pier wall structure with special -- shaped columns and the frame - shear wall structure with special - shaped columns were com- paratively studied in this paper, by ways of shaking table test and elastic - plastic analysis for a 13 - story structure. The results were that the earthquake resistant abilities of the two strcture systems with special - shaped columns were all good. The economical capacity of the frame - Short pier wall structure with special - shaped colmnns was better, and was adapt to mid - highrise residence. |
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| Keywords: | special - shaped columns short pier wall shaking table test elastic - plastic time history analysis |
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