Inelastic Lateral-Torsional Buckling Strengths of Stepped H-Beams with Noncompact Flanges Subjected to Pure Bending
Author:
Publisher
Korean Society of Hazard Mitigation
Subject
General Medicine
Link
http://ocean.kisti.re.kr/downfile/volume/kosham/BJHHD8/2012/v12n1/BJHHD8_2012_v12n1_53.pdf
Reference6 articles.
1. Distributed plasticity analysis of steel frame structures comprising non-compact sections
2. Flexueal‐Torsional Buckling Tests on Arches
3. Lateral-Torsional Buckling of Stepped Beams
Cited by 3 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. Inelastic buckling capacity of beams considering load height effect, stepped flanges, and compact or noncompact sections;International Journal of Steel Structures;2016-12
2. Experimental and numerical investigation on LTB strengths of monosymmetric compact I-beams with thickness-stepped-flanges;International Journal of Steel Structures;2015-12
3. Inelastic buckling assessment of monosymmetric I-beams having stepped and non-compact flange sections;Journal of Constructional Steel Research;2015-11
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