[1]杨卫忠,卢长来,王丽.环形截面钢筋混凝土偏压构件正截面承载力简化计算[J].郑州大学学报(工学版),1996,17(04):69-74.
　Yang Weizhong,Lu Changlai,Wang Li.Circular cross -section reinforced concrete partial pressure component positive cross -section bearing capacity simplified calculation[J].Journal of Zhengzhou University (Engineering Science),1996,17(04):69-74.
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环形截面钢筋混凝土偏压构件正截面承载力简化计算()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
17卷
期数:
1996年04期
页码:
69-74
栏目:
出版日期:
1996-04-28

文章信息/Info

Title:
Circular cross -section reinforced concrete partial pressure component positive cross -section bearing capacity simplified calculation
作者:
杨卫忠; 卢长来; 王丽
郑州工业大学土建系，河南省建设总公司
Author(s):
Yang Weizhong;  Lu Changlai;  Wang Li
The Department of Civil Construction of Zhengzhou University of Technology, Henan Provincial Construction Corporation
关键词:
混凝土结构; 环形截面; 承载力; 计算方法
Keywords:
Concrete structure;  ring section;  bearing capacity;  calculation method
文献标志码:
A
摘要:
本文利用牛顿法，建立了直接求解受压区混凝土截面面积与全截面面积的比值α的数值计算公式，避免了解超越方程，该法具有简单、快捷和计算精度高等优点。
Abstract:
This article uses Newtonian method to establish a value calculation formula of the ratio of the ratio of the section of the concrete section of the concrete and the full cross -section directly to avoid understanding the transcendence equation. This method has the advantages of simple, fast, and high calculation accuracy.

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更新日期/Last Update: 1900-01-01