Post local buckling strength of bi-axially loaded slender I-section columns
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference11 articles.
1. Local buckling behavior of beam-columns;Dawe;J Struct Eng ASCE,1986
2. Thin-walled steel box columns under biaxial loading;Shanmugam;J Struct Eng ASCE,1989
3. Behavior of thin-walled steel box columns under biaxial loading;Richard-Liew;J Struct Eng ASCE,1989
4. Section capacity of thin-walled I-section beam-columns;Hasham;J Struct Eng ASCE,1998
5. Recent research on thin-walled beam-columns;Hancock;J Thin-Walled Struct,1998
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3. Experimental and FE analysis of stiffened steel I-column with slender sections;Ain Shams Engineering Journal;2018-12
4. Experimental study on H-section steel beam-columns under cyclic biaxial bending considering the effect of local buckling;Engineering Structures;2018-11
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