Buckling Strength of Rolled Angles: Comparison between International Codes-Reference-Cited by-同舟云学术

Buckling Strength of Rolled Angles: Comparison between International Codes

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Farhoud Hamdy¹^ORCID,Bezas Marios-Zois²^ORCID,Demonceau Jean-François³^ORCID,Jaspart Jean-Pierre⁴^ORCID,Vayas Ioannis⁵^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Henry M. Rowan College of Engineering, Rowan Univ., Glassboro, NJ 08028 (corresponding author). ORCID: .

2. Postdoctoral Researcher, Steel and Composite Construction, Urban and Environmental Engineering (UEE) Research Unit, Liège Univ., Liège 4000, Belgium. ORCID: .

3. Professor, Steel and Composite Construction, Urban and Environmental Engineering (UEE) Research Unit, Liège Univ., Liège 4000, Belgium. ORCID: .

4. Professor, Steel and Composite Construction, Urban and Environmental Engineering (UEE) Research Unit, Liège Univ., 4000 Liège, Belgium. ORCID: .

5. Emeritus Professor, School of Civil Engineering, Institute of Steel Structures, National Technical Univ. of Athens, Athens 15772, Greece. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12984

Reference19 articles.

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2. Stability and design of fixed-ended stainless steel equal-leg angle section compression members

3. Bezas M.-Z. 2022. “Design of lattice towers from hot-rolled equal leg steel angles.” Ph.D. thesis Dept. of Urban and Environmental Engineering Univ. of Liège and National Technical Univ. of Athens.

4. Classification and cross-section resistance of equal-leg rolled angle profiles

5. Experimental and numerical investigations on large angle high strength steel columns