[1]张保善.钢筋混凝土矩形截面偏心受压短柱正截面强度计算方法探讨[J].郑州大学学报(工学版),1982,3(01):69-73.
Zhang Baoshan.Discussion on the calculation method of normal section strength of reinforced concrete rectangular section eccentric compression short column[J].Journal of Zhengzhou University (Engineering Science),1982,3(01):69-73.
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钢筋混凝土矩形截面偏心受压短柱正截面强度计算方法探讨(
)
《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01期
- 页码:
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69-73
- 栏目:
-
- 出版日期:
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1982-06-01
文章信息/Info
- Title:
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Discussion on the calculation method of normal section strength of reinforced concrete rectangular section eccentric compression short column
- 作者:
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张保善
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郑州工学院土建系结构教研室
- Author(s):
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Zhang Baoshan
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Structure teaching and research Department of Civil Engineering, Zhengzhou Institute of Technology
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- 文献标志码:
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A
- 摘要:
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本文根据钢筋混凝土偏心受压矩形截面短柱的受力特征,分析了正截面上混凝土及钢筋的内力变化规律,引入了表示截面内力特征的三个参数。并且引用我国偏压专题小组的部分试验资料,确定了参数的函数关系表达式,建立了短柱的强度计算公式,并提出了可供参考的简化计算方法。
- Abstract:
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In this paper, according to the stress characteristics of the rectangular short column of reinforced concrete under eccentric compression, the internal force variation law of concrete and steel bar on the normal section is analyzed, and three parameters representing the internal force characteristics of section are introduced.With reference to some test data of the bias group in China, the function expression of the parameters is determined, the strength calculation formula of the short column is established, and a simplified calculation method is proposed for reference.
更新日期/Last Update:
2023-07-31