Buckling of elastic columns with initial imperfections and load eccentricity
Author:
Funder
National Science Foundation
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference13 articles.
1. Slender steel columns: how they are affected by imperfections and bracing stiffness;Klasson;Structures,2016
2. Concurrent structural optimization of buckling-resistant trusses and their initial imperfections;Madah;Int J Solids Struct,2018
3. Specification for structural steel buildings, ANSI/AISC 360-16;AISC,2016
4. Uni-directional buckling of a pinned elastica with external pressure;Plaut;Int J Solids Struct,1992
5. Principles of structural stability theory;Chajes,1974
Cited by 11 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. Buckling behavior and failure mechanism of cold-formed steel built-up special shape cross-section columns;Engineering Failure Analysis;2024-11
2. Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings;Journal of Constructional Steel Research;2024-03
3. Self-buckling with initial imperfections: Application to trees;International Journal of Engineering Science;2024-01
4. Experimental and numerical investigations of precast circular reinforced concrete slender columns with intermediate connection;Advances in Structural Engineering;2023-12-14
5. Experimental and numerical studies of circular precast concrete slender columns with intermediate connection filled with high-performance concrete;Structures;2023-11
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