Nonlinear bending of box section beams of finite length under uniformly distributed loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-017-6009-5.pdf
Reference20 articles.
1. Bedair, O. (2015). “Design expression for web shear buckling of box sections by accounting for flange restraints.” Journal of Constructional Steel Research, 110, pp. 163–169.
2. Brazier, L. G. (1927). “On the flexure of thin cylindrical shells and other thin sections.” Proceedings of the Royal Society, Series A, 116, pp. 104–114.
3. Hwang, W. S. Kim, Y. P. and Yoon, T. Y. (2009). “Central angle effect on connection behavior of steel box beam-tocircular column.” Structural Engineering and Mechanics, 32(4), pp. 531–547.
4. Jang, G. W. Choi, S. M. and Kim, Y. Y. (2013). “Analysis of Three Thin-Walled Box Beams Connected at a Joint under Out-of-Plane Bending Loads.” Journal of Engineering Mechanics, 139(10), pp. 1350–1361.
5. Kim, N. I. (2009). “Dynamic stiffness matrix of composite box beams.” Steel and Composite Structures, 9(5), pp. 473–497.
Cited by 5 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. Simulation and Modelling for Bending Analysis of Elastically Supported Laminated Plates Under Concentrated Load: A Meshless Approach;International Journal of Steel Structures;2023-06-03
2. Bending-Induced Cross-Sectional Deformation of Cold-Formed Steel Channel-Section Beams;Advances in Civil Engineering;2021-05-11
3. Predictive Formulation for the Ultimate Combinations of Axial Force and Bending Moment Attainable by Steel Members;International Journal of Steel Structures;2020-02-07
4. Experimental Study on Seismic Behavior of New Steel Box Bridge Piers with Embedded Energy Dissipation Shells;International Journal of Steel Structures;2018-10-31
5. Tests of New Box Steel Replaceable Piers Under Axial Compression;International Journal of Steel Structures;2018-10-19
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