Contribution to transient analysis of inelastic steel frames with semi-rigid connections
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference18 articles.
1. The analysis of frames with semi-rigid connections a state-of-the-art report;Jones;J Constr Steel Res,1983
2. Steel beam-to-column connections—A review of test data;Nethercot,1985
3. Rotational stiffness characteristics of steel beam-to-column connections;Davission;J Constr Steel Res,1987
4. Nonlinear analysis of frames with flexible connections;Sekulovic;Comput Struct,2001
5. Dynamic analysis of steel frames with flexible connections;Sekulovic;Comput Struct,2002
Cited by 27 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. Seismic Behavior Assessment of Semi-rigid Frame Under Near-Field Earthquakes;Lecture Notes in Civil Engineering;2023-08-17
2. Shaking table experimental study on models of steel buildings with different types of joints;Measurement;2023-01
3. Seismic behaviour of irregular steel frames with beam and joint energy dissipation;Soil Dynamics and Earthquake Engineering;2022-01
4. Seismic demand assessment of semi-rigid steel frames at different performance points;STEEL COMPOS STRUCT;2021
5. Generalised Component Method-based finite element analysis of steel frames;Journal of Constructional Steel Research;2021-12
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