Experimental behaviour of longitudinally stiffened steel plate girders under combined bending, shear and compression
Author:
Funder
Fundação para a Ciência e a Tecnologia
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference30 articles.
1. I-girders with unstiffened slender webs subjected by bending and shear interaction;Jáger;J Constr Steel Res,2017
2. Bending and shear buckling interaction behaviour of I-girders with longitudinally stiffened webs;Jáger;J Constr Steel Res,2018
3. Composite cable-stayed bridges: state of the art;Pedro;Proc Inst Civ Eng Bridge Eng,2016
4. Cable-Stayed Bridges: 40 year world-wide;Svensson,2012
5. Nonlinear analysis of composite steel-concrete cable-stayed bridges;Pedro;Eng Struct,2010
Cited by 8 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. Experimental Study for Local Buckling of Curved Special-Shaped Pylon;International Journal of Steel Structures;2024-06-24
2. Shear buckling resistance models for plate girders – Review and improvements;Engineering Structures;2024-05
3. Experimental behaviour of plate girders in steel – Internal forces in intermediate transverse stiffeners;Engineering Structures;2023-09
4. Machine Learning-Based Prediction of Elastic Buckling Coefficients on Diagonally Stiffened Plate Subjected to Shear, Bending, and Compression;Sustainability;2023-05-10
5. Local buckling behaviour of longitudinally stiffened stainless steel plate girders under combined bending and shear;Thin-Walled Structures;2023-03
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