[1]黄庆丰.框架结构二阶位移实用计算[J].华侨大学学报(自然科学版),2002,23(1):40-44.[doi:10.3969/j.issn.1000-5013.2002.01.010]
　Huang Qingfeng.Practical Calculation of Second-Order Displacement of a Frame Structure[J].Journal of Huaqiao University(Natural Science),2002,23(1):40-44.[doi:10.3969/j.issn.1000-5013.2002.01.010]
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框架结构二阶位移实用计算()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第23卷
期数:
2002年第1期
页码:
40-44
栏目:
出版日期:
2002-01-20

文章信息/Info

Title:
Practical Calculation of Second-Order Displacement of a Frame Structure
文章编号:
1000-5013(2002)01-0040-05
作者:
黄庆丰
华侨大学土木工程系 泉州362011
Author(s):
Huang Qingfeng
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou
关键词:
高层框架结构;  剪切型;  二阶分析;  杆件
Keywords:
high-rise frame structure;  shear type;  second-order analysis;  member
分类号:
TU973.15
DOI:
10.3969/j.issn.1000-5013.2002.01.010
文献标志码:
A
摘要:
基于框架结构剪切型变形的特点,将框架结构等效为层间剪切模型,导出一种框架结构二阶效应的实用算法 .算例表明其计算误差较小,使用简便,可满足工程设计计算的精度要求 .该法适用于钢筋混凝土高层框架结构和钢框架
Abstract:
Based on the charactercstic of shear deformation of a frame structure, the author makes the frame structure equivalent to an interlayer shear model, and derives a practical algorithm for second-order effect of a frame stracture. As shows by example of calculation, it is a handy method with small error of calculation, It can be met with the demand of accuracy in calculation of engineering design, It is suitable for use in high-rise frame structure of reinforced concrete and also steel frame.

备注/Memo

备注/Memo:
福建省自然科学基金资助项目
更新日期/Last Update: 2014-03-23