Resistances of high-strength steel equal-leg-angle section columns eccentrically connected by one leg
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference45 articles.
1. Behaviour and design of fixed–ended steel equal–leg angle section columns;Behzadi-Sofiani;J. Constr. Steel Res.,2021
2. Buckling behavior of large–section and 420MPa high–strength angle steel columns;Cao;J. Constr. Steel Res.,2015
3. Experimental response of hot–rolled stainless steel angle columns;Filipović;Thin-Walled Struct.,2021
4. Experimental study of laser–welded stainless steel angle columns;Filipović;Thin-Walled Struct.,2021
5. Laboratory testing and numerical modelling of pin–ended hot–rolled stainless steel angle section columns failing by flexural–torsional buckling;Zhang;Thin-Walled Struct.,2021
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