Lateral Torsional Buckling Capacity Assessment of Cellular Steel Beams-Reference-Cited by-同舟云学术

Lateral Torsional Buckling Capacity Assessment of Cellular Steel Beams

Published:2023-02 Issue:1 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Salah Wael A.¹^ORCID

Affiliation:

1. Faculty of Engineering, Dept. of Civil Engineering, Al Azhar Univ., Cairo, Egypt; Associate Professor, Dept. of Civil Engineering, College of Engineering, Northern Border Univ., Arar 73311, Kingdom of Saudi Arabia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1210

Reference46 articles.

1. Moment-Gradient Factor for Perforated Cellular Steel Beams Under Lateral Torsional Buckling

2. Numerical investigation of inelastic buckling of steel–concrete composite beams prestressed with external tendons

3. Investigation on Vierendeel mechanism in steel beams with circular web openings

4. Recent Advances in Design of Steel and Composite Beams with Web Openings

5. Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalised moment-shear interaction curve

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