[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):53-58.
　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(02):53-58.
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陶粒砼低剪力墙的受力变形性能分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
15卷
期数:
1994年02期
页码:
53-58
栏目:
出版日期:
1994-06-28

文章信息/Info

Title:
Analysis of the deformation performance of the low -cut wall of the pottery concrete
作者:
程远兵
南阳理工学院土木工程系
Author(s):
Cheng Yuanbing
Department of Civil Engineering, Nanyang Institute of Technology
关键词:
陶粒砼的软化; 桁架模型理论; 低剪力墙; 全过程分析
Keywords:
Softness of pottery concrete;  truss model theory;  low shear wall;  full process analysis
文献标志码:
A
摘要:
根据平衡条件和变形协调条件，本文利用软化衍架模型理论提出了陶拉硷低剪力墙的受力和变形性能的全过程分析方法，并编制了电算框图。理论分析同试验结果进行了对比，两者的符合较好。
Abstract:
According to the balance conditions and deformation coordination conditions, this article uses the theory of softening grid model theory to propose the entire process analysis method of the force and deformation properties of the low -shear wall, and compile the calculation box diagram. The theoretical analysis was compared with the test results, and the two were better.

相似文献/References:

[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.
　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(02):15.

更新日期/Last Update: 1900-01-01