摘要
本文提出的简化计算法,分别考虑了柱与联肢墙轴向变形的影晌,以及单肢墙剪切变形的影响。重点放在如何去简化框-剪结构的计算公式和提高其计算精度。在此基础上,本文还论述了简体结构的简化计算,并提出了法向框架的等效柱公式。文末并举有实例。
This paper presents a simplified method of calculating tall building structures in consideration of the effects of axial deformation of columns or coupled shear walls and the effects of shear deformation of single shear wall respectively,Emphasis is laid on how to simplify the calculation formula of wall-frame structures and to improve its accuracy.Based on the above results the simplified calculation of tube structures has also been discussed, and the equivalent column formula of flange-frame has been presented in this paper.Numerical examples are given to illustrate the application of the suggested method.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1989年第2期1-12,共12页
Journal of Building Structures
关键词
高层建筑
结构计算
框架
拟框剪法
Columns
Structural Analysis
Calculations
Structural Frames
Deformation
