[1]程远兵.结合砼的软化理论进行钢筋砼低剪力墙的全过程分析[J].郑州大学学报(工学版),1992,13(03):15-21.
　Cheng Yuanbing,Analysis of the whole process of reinforced concrete concrete walls in combination with concrete softening theory[J].Journal of Zhengzhou University (Engineering Science),1992,13(03):15-21.
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结合砼的软化理论进行钢筋砼低剪力墙的全过程分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
13卷
期数:
1992年03期
页码:
15-21
栏目:
出版日期:
1992-09-28

文章信息/Info

Title:
Analysis of the whole process of reinforced concrete concrete walls in combination with concrete softening theory
作者:
程远兵;
河南南召县建筑管理局设计室,
Author(s):
Cheng Yuanbing;
Design Room of the Architecture Management Bureau of Nanzhao County, Henan,
关键词:
砼的软化; 桁架模型理论; 剪力墙
Keywords:
Softness of concrete;  Toriac model theory;  shear wall
文献标志码:
A
摘要:
借助于砼的软化理论,根据平衡条件和变形协调条件。本文利用桁架模型理论提出了低剪力墙的受力和变形性能的全过程分析方法,编制了电算框图。理论分析和试验结果进行了对比,两者的符合较好。
Abstract:
With the help of the softening theory of concrete, the coordination conditions of the balance and deformation are based on the balance conditions. This paper uses the theory of the truss model to propose the entire process analysis method of the low -sheet wall and the deformation performance, and compile the electrical box diagram. The theoretical analysis and test results were compared, and the two were better.

相似文献/References:

[1]程远兵.陶粒砼低剪力墙的受力变形性能分析[J].郑州大学学报(工学版),1994,15(02):53.
　Cheng Yuanbing.Analysis of the deformation performance of the low -cut wall of the pottery concrete[J].Journal of Zhengzhou University (Engineering Science),1994,15(03):53.

更新日期/Last Update: 1900-01-01