[1]刘祖文.柱轴向变形对高层框架结构柔度矩阵影响分析[J].华侨大学学报(自然科学版),2000,21(4):380-383.[doi:10.3969/j.issn.1000-5013.2000.04.011]
　Liu Zuwen.Analysing the Effect of Axial Deformation of Column on Flexibility Matrix of a High-Rise Framed Structure[J].Journal of Huaqiao University(Natural Science),2000,21(4):380-383.[doi:10.3969/j.issn.1000-5013.2000.04.011]
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柱轴向变形对高层框架结构柔度矩阵影响分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第21卷
期数:
2000年第4期
页码:
380-383
栏目:
出版日期:
2000-10-20

文章信息/Info

Title:
Analysing the Effect of Axial Deformation of Column on Flexibility Matrix of a High-Rise Framed Structure
文章编号:
1000-5013(2000)04-0380-04
作者:
刘祖文
华侨大学土木工程系, 泉州362011
Author(s):
Liu Zuwen
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou
关键词:
框架结构;  柱;  轴向变形;  柔度矩阵
Keywords:
column;  axial deformation;  framed structure;  flexibility matrix
分类号:
TU973
DOI:
10.3969/j.issn.1000-5013.2000.04.011
摘要:
提出一个简单易用的公式,用来计算由框架柱轴向变形而引起的结构侧移 .据此分析了框架柱轴向变形对结构柔度矩阵的影响,并将计算结果与综合考虑弯曲变形、剪切变形和轴向变形等因素的微分方程解法作一比较 .表明所提出的方法具有较高的计算精度,同时由于方法简单,易于在工程中得到应用 .
Abstract:
A simple and easy formula is put forward for computing structural lateral displacement caused by axial deformation of framed column.On this basis,an analysis is given to the effect of axial deformation of framed column on flexibility matrix of structure; and a comparison is made between results from computation and results from solution of differential equation, with such factors as bending deflection and shearing deformation and axial deformation being all sidedly considered.The present method is shown to have fairly high precision in computation.As a simple method,it can be easily applied to engineering.

参考文献/References:

[1] 中国建筑科学研究院结构所. 高层建设结构设计 [M]. 北京:科学出版社, 1982.110-150.
[2] 同济大学《多层及高层房屋结构设计》编写组. 多层及高层房屋结构设计 [M]. 上海:上海科学技术出版社, 1982.1-91.
[3] 韦鹏生, 王全凤. 多因素对剪力墙最优刚度影响的综合分析 [J]. 工程力学, 1996(2):61-68.
[4] Shabrooz B M, Remmetter M E, QIN F. Seismic design and performance of coupled walls [J]. Journal of Structural Engineering, 1993, (119):35-48.
[5] Safak E, Frankel A. Structuralresponse to 3D simulated earthquake motions [J]. Journal of Structural Engineering, 1994, (10):46-57.doi:10.1061/(ASCE)0733-9445(1994)120:10(2820).
[6] 石嘉元. 轴向变形对框架结构侧移的分析 [J]. 建筑结构, 1988(3):13-16.

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更新日期/Last Update: 2014-03-23