# [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] 点击复制 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() 分享到： var jiathis_config = { data_track_clickback: true };

17

1987年第3期

146-152

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

Author(s):
Ma Shaohua (Department of Civil Engineering)

Keywords:

+
DOI:
10.3969/j.issn.1001-0505.1987.03.016

<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.