| 低周反复水平荷载作用下柱配有方形螺旋箍筋的钢筋混凝土单元框架抗震性能试验研究 |
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| 引用本文： | 郭忠贤,刘志鸿,车晓.低周反复水平荷载作用下柱配有方形螺旋箍筋的钢筋混凝土单元框架抗震性能试验研究[J].建筑结构学报,2001,22(1):8-13. |
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| 作者姓名： | 郭忠贤 刘志鸿 车晓 |
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| 作者单位： | 石家庄铁道学院建工系!河北石家庄 050043,西安建筑科技大学!陕西西安 710055,西安建筑科技大学!陕西西安 710055 |
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| 摘 要： | 本文根据四榀柱配有方形螺旋箍筋的弱柱型钢筋混凝土单元框架，在低周反复水平荷载作用下的试验研究，探讨了柱配有方形螺旋箍筋的弱柱型钢筋混凝土框架的延性、滞回性能、耗能能力。并采用静力荷载增量法对框架进行强度分析。
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| 关 键 词： | 方形螺旋箍筋 抗震性能 框架柱 延性 |
| 文章编号： | 1000-6869(2000)01-0008-06 |
| 收稿时间： | 2001-02-05 |
| 修稿时间： | 2001-02-05 |
Experimental Research on Seismic Behavior of Concrete Frames with Columns Using Square Spiral Stirrups Under Horizontal Low Cyclic Loading |
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| Guo Zhongxian,LIU Zhihong,CHE Xiao.Experimental Research on Seismic Behavior of Concrete Frames with Columns Using Square Spiral Stirrups Under Horizontal Low Cyclic Loading[J].Journal of Building Structures,2001,22(1):8-13. |
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| Authors: | Guo Zhongxian LIU Zhihong CHE Xiao |
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| Affiliation: | GUO Zhongxian1, LIU Zhihong2,CHE Xiao2 |
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| Abstract: | Based on the experimental results of four single- span, single- story concrete frames with columns using square spiral stirrups under horizontal low cyclic loading and constant vertical loading, the ductility feature, hysteretic characteristics and energy- dissipating capacity of the weak- column type concrete frame with columns using square spiral stirrups are analyzed. The load bearing capacity of this type of frame is calculated by means of the static load incremental analysis method. |
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| Keywords: | square spiral stirrups frame column ductility seismic behavior |
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