[1]马少华.无侧向支撑多层钢框架最大侧向抗力及相应侧移值的一个简单算法[J].东南大学学报(自然科学版),1987,17(3):146-152.[doi:10.3969/j.issn.1001-0505.1987.03.016]
 Ma Shaohua (Department of Civil Engineering).A Simple Method to Determine the Maximum Lateral Resistance and the Relative Displacement for Unbraced Multi-story Steel Frames[J].Journal of Southeast University (Natural Science Edition),1987,17(3):146-152.[doi:10.3969/j.issn.1001-0505.1987.03.016]
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无侧向支撑多层钢框架最大侧向抗力及相应侧移值的一个简单算法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
17
期数:
1987年第3期
页码:
146-152
栏目:
本刊信息
出版日期:
1987-05-20

文章信息/Info

Title:
A Simple Method to Determine the Maximum Lateral Resistance and the Relative Displacement for Unbraced Multi-story Steel Frames
作者:
马少华
南京工学院土木工程系
Author(s):
Ma Shaohua (Department of Civil Engineering)
关键词:
frame lateral resistance unbraced multi-story steel
Keywords:
frame lateral resistance unbraced multi-story steel
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1987.03.016
摘要:
<正> 一前言无侧向支撑的多层钢框架,是建筑结构中常见的一种形式。当采用塑性设计方法进行设计时,结构的侧向抗力及侧移的计算尤为重要。在文献[2]理论分析和实验结果的基础上,提出了一组比较合理的假定,并给出了一个结构侧向抗力——侧移关系全曲线的计算
Abstract:
A method to determine the maximum lateral resistance and the relative displacement for unbraced multi-story steel frames and all the required formu- las are presented.Compared with other ones,this method saves a lot of calculation with same accuracy.This method can be used to design and check the lateral resistance structures in unbraced multistory steel frames.
更新日期/Last Update: 2013-05-01