[1]成文山,张保善.矩形箍筋约束钢筋混凝土偏压柱荷载—挠度曲线的简化分析[J].郑州大学学报(工学版),1982,3(02):11-26.
Cheng Wenshan,Zhang Baoshan.Simplified analysis of load-deflection curve of rectangular stirrup confined reinforced concrete biased column[J].Journal of Zhengzhou University (Engineering Science),1982,3(02):11-26.
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矩形箍筋约束钢筋混凝土偏压柱荷载—挠度曲线的简化分析(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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3卷
- 期数:
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1982年02期
- 页码:
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11-26
- 栏目:
-
- 出版日期:
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1982-11-01
文章信息/Info
- Title:
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Simplified analysis of load-deflection curve of rectangular stirrup confined reinforced concrete biased column
- 作者:
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成文山; 张保善
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湖南大学,郑州工学院土建系,
- Author(s):
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Cheng Wenshan; Zhang Baoshan
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Department of Civil Engineering, Zhengzhou Institute of Technology, Hunan University,
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- 文献标志码:
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A
- 摘要:
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本文根据在矩形箍筋约束钢筋混凝土偏压柱试验研究中,实测荷载—挠度曲线的变化规律,提出了用各特征点的连线表示的简化荷载—挠度曲线,及确定各特征点的方法与计算公式,与实测曲线比较,吻合较好,其计算公式可供确定偏压柱最大承载力、极限承载力以及位移延性系数时参考。
- Abstract:
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In this paper, according to the variation law of the measured load-deflection curve in the experimental study of the rectangular stirrup constrained reinforced concrete biased column, a simplified load-deflection curve expressed by the line of each characteristic point and the method and calculation formula for determining each characteristic point are proposed. Compared with the measured curve, the calculation formula can determine the maximum bearing capacity, ultimate bearing capacity and displacement of the biased columnDuctility coefficient is referred to.
更新日期/Last Update:
2023-07-31