[1]丁自强.水工钢筋混凝土构件截面抵抗矩塑性系数的计算[J].郑州大学学报(工学版),1980,1(01):1-23.
Ding Ziqiang.Calculation of moment resistance plasticity coefficient of section of hydraulic reinforced concrete member[J].Journal of Zhengzhou University (Engineering Science),1980,1(01):1-23.
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水工钢筋混凝土构件截面抵抗矩塑性系数的计算(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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1卷
- 期数:
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1980年01期
- 页码:
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1-23
- 栏目:
-
- 出版日期:
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1980-06-01
文章信息/Info
- Title:
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Calculation of moment resistance plasticity coefficient of section of hydraulic reinforced concrete member
- 作者:
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丁自强
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郑州工学院水利系,
- Author(s):
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Ding Ziqiang
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Department of Water Conservancy, Zhengzhou Institute of Technology,
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- 文献标志码:
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A
- 摘要:
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本文阐述了影响钢筋混凝土构件截面抵抗矩塑性系数的各种因素,介绍了有关规范对塑性系数的规定,推导了水工钢筋混凝土构件截面抵抗矩塑性系数的计算公式,对常用截面塑性系数的取值提出了建议,在分析试验资料的基础上给出了塑性系数的高度修正系数。
- Abstract:
-
In this paper, various factors affecting the resistance moment plasticity coefficient of reinforced concrete members section are described, the regulations on the plasticity coefficient are introduced, the calculation formula of the resistance moment plasticity coefficient of hydraulic reinforced concrete members section is derived, the value of the common section plasticity coefficient is proposed, and the height correction coefficient of the plasticity coefficient is given on the basis of the analysis of the test data.
更新日期/Last Update:
2023-07-30