Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam-Reference-Cited by-同舟云学术

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Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam

Published:2022-10 Issue: Volume:44 Page:1328-1346
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Turetta Maxime,Odenbreit Christoph,Khelil Abdelouahab,Martin Pierre-Olivier

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

1. D. J. Oehlers, « Composite Profiled Beams », Journal of Structural Engineering 119 (4), 1993, https://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9445%281993%29119%3A4%281085%29.

2. B. Uy, M. A. Bradford, « Ductility of Profiled Composite Beams. Part I: Experimental Study », Journal of Structural Engineering 121 (5), 1995, https://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9445%281995%29121%3A5%28876%29.

3. B. Uy, M. A. Bradford, « Ductility of Profiled Composite Beams. Part II: Analytical Study », Journal of Structural Engineering 121 (5), 1995, https://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9445%281995%29121%3A5%28883%29.

4. Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors;Liu;Eng Struct,2017

5. Behavior of a new shear connector for U-shaped steel-concrete hybrid beams;Keo;J Constr Steel Res,2018

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