[1]陈闿,陈灏.钢筋混凝土受弯构件的近似计算[J].华侨大学学报(自然科学版),1992,13(3):367-371.[doi:10.11830/ISSN.1000-5013.1992.03.0367]
　Chen Kai,Chen Hao,Architectural Designing,et al.Approximate Calculation of Reinforced Conorete Members Subjected to Bending[J].Journal of Huaqiao University(Natural Science),1992,13(3):367-371.[doi:10.11830/ISSN.1000-5013.1992.03.0367]
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钢筋混凝土受弯构件的近似计算()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第13卷
期数:
1992年第3期
页码:
367-371
栏目:
出版日期:
1992-07-20

文章信息/Info

Title:
Approximate Calculation of Reinforced Conorete Members Subjected to Bending
作者:
陈闿; 陈灏
福建省建筑设计院; 华侨大学
Author(s):
Chen Kai;  Chen Hao;  Architectural Designing;  Institute of;  Fujian Province;  Huaqiao University
关键词:
钢筋混凝土构件;  配筋率;  简化计算
Keywords:
reinfored concrete member;  ratio of reinforcement;  short-cut calculation
DOI:
10.11830/ISSN.1000-5013.1992.03.0367
摘要:
本文阐述对于钢筋混凝土梁板,直接利用弯矩求解抗弯钢筋的简化计算方法及简化计算公式的来源。
Abstract:
For computing the reinforced concrete beams,the authors set forth a short-cut method with which the bending steel bar can be calculated directly by making use of the bending momentum. The discussion covers also the source of the formulae in reference to c

相似文献/References:

[1]陈忠汉.钢筋混凝土构件有限元弹塑性分析(Ⅱ) 构件裂缝的随机性分析[J].华侨大学学报(自然科学版),1987,8(2):164.[doi:10.11830/ISSN.1000-5013.1987.02.0164]
　Chen Zhonghan.The Finite Element Elasto-plastic Analysis of Reinforced Concrete Members(Ⅱ) Random Analysis for the Crack[J].Journal of Huaqiao University(Natural Science),1987,8(3):164.[doi:10.11830/ISSN.1000-5013.1987.02.0164]
[2]陈忠汉.钢筋混凝土构件有限元弹塑性分析(Ⅲ) 剪力墙数值模拟分析[J].华侨大学学报(自然科学版),1988,9(3):330.[doi:10.11830/ISSN.1000-5013.1988.03.0330]
　Chen Zhonghan.Finite Element Elasto-Plastic Analysis of Reinforced Concrete Members (Ⅲ) Numerical Simulated Analysis of Shear Walls[J].Journal of Huaqiao University(Natural Science),1988,9(3):330.[doi:10.11830/ISSN.1000-5013.1988.03.0330]

更新日期/Last Update: 2014-03-22