Performance study of cold-formed steel channel joist with web opening subjected to flexural loading
Author:
Affiliation:
1. Faculty of Engineering & Technology, India
Publisher
FapUNIFESP (SciELO)
Link
http://www.scielo.br/scielo.php?script=sci_pdf&pid=S1517-70762024000300248&tlng=en
Reference17 articles.
1. “Tests and direct strength design on cold-formed steel channel beams with web holes”;ZHAO J.;Engineering Structures,2019
2. “Bending moment capacity of cold formed steel built up beams”;GHANNAM M.;International Journal of Steel Structures,2019
3. “Behaviour and design of cold-formed steel beams subject to lateral torsional buckling”;DOLAMUNE KANKANAMGE N.;Thin-walled Structures,2012
4. “Simulation of flexural behaviour and design of cold-formed steel closed built-upbeams composed of two sigma sections for local buckling”;ANBARASU M.;Engineering Structures,2019
5. “ Behaviour and design of cold-formed steel C-sections with cover plates under bending”;FARIDMEHR I.;International Journal of Steel Structures,2016
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