Second-order elastoplastic analysis of semirigid steel frames under cyclic loading
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference43 articles.
1. Steel frames with nonlinear connections;Moncarz;ASCE J Struct Div,1981
2. Analysis and tests of flexibly connected steel frames;Stelmack;ASCE J Struct Eng,1986
3. Elastoplastic nonlinear analysis of flexibly jointed space frames;Al-Bermani;ASCE J Struct Eng,1992
4. Full-scale tests of steel frames with semi-rigid connections;Iványi;Eng Struct,2000
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Numerical model for the non-linear dynamic analysis of multi-storey structures with semi-rigid joints with specific reference to the Algerian code;Structures;2019-06
2. Dynamic response characteristics of steel portal frames having semi-rigid joints under sinusoidal wave excitation;International Journal of Advanced Structural Engineering;2017-08-28
3. Nonlinear dynamic collapse analysis of semi-rigid steel frames based on the finite particle method;Engineering Structures;2016-07
4. Optimal retrofit of moment resisting frames using braces accounting for geometric nonlinearity and serviceability conditions;Engineering Structures;2014-12
5. Automatic identification of the worst load combination for structural safety assessment using an optimization approach;Engineering Structures;2013-11
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3