| 钢筋混凝土异形柱框架-抗震墙结构振动台试验 |
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| 引用本文： | 霍瑞丽,刘伟庆,臧亚明.钢筋混凝土异形柱框架-抗震墙结构振动台试验[J].南京化工大学学报,2007,29(6):17-22. |
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| 作者姓名： | 霍瑞丽 刘伟庆 臧亚明 |
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| 作者单位： | [1]南京工业大学土木工程学院,江苏南京210009 [2]南通勘察设计有限公司,江苏南通226006 |
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| 基金项目： | 江苏省建设厅抗震办公室专项基金资助 |
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| 摘 要： | 通过12层1／7缩尺模型的模拟地震振动台试验，研究了钢筋混凝土异形柱框架一抗震墙结构体系的动力特性、地震反应及破坏形式．试验结果表明，该结构体系层间位移角能满足《规范》要求、抗震性能良好，适于在小高层住宅中采用．
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| 关 键 词： | 异形柱 异形柱框架-抗震墙 振动台试验 |
| 文章编号： | 1671-7627（2007）06-0017-06 |
| 收稿时间： | 2007-04-03 |
Shaking table test of RC frame-shear wall structure with specially shaped columns |
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| HUO Rui-li, LIU Wei-qing, ZANG Ya-ming.Shaking table test of RC frame-shear wall structure with specially shaped columns[J].Journal of Nanjing University of Chemical Technology(Natural Science Edition),2007,29(6):17-22. |
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| Authors: | HUO Rui-li LIU Wei-qing ZANG Ya-ming |
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| Abstract: | The dynamic characteristics, response and failure form of reinforcement concrete frame-shearwall structure with specially shaped columns under different seismic intensities were studied by shaking table test of a 12-story model reduced scale in 1/7. The results showed that the structure system possesses good auti-seismic behavior and strong resistance against rarely happened earthquake, and this structure system can be suggested to use in mid-highrise residence building. |
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| Keywords: | special-shaped columns frame-shearwall with special-shaped columns shaking table test |
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