Influence of transverse stiffening on the lateral-torsional buckling resistance of built-up I-girders-Reference-Cited by-同舟云学术

Influence of transverse stiffening on the lateral-torsional buckling resistance of built-up I-girders

Published:2024-02 Issue: Volume:195 Page:111320
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Deshpande Ajinkya M.^ORCID,Sherman Ryan J.^ORCID,White Donald W.^ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Experimental investigation of doubly-symmetric built-up I-girders subjected to high moment gradient;Phillips;Eng. Struct.,2023

2. Influence of web distortion and onset of yield on doubly symmetric built-up I-girders subjected to high moment gradient;Phillips;Thin Walled Struct.,2023

3. Effects of shear on the elastic lateral torsional buckling of doubly symmetric I-beams;Liang;J. Struct. Eng.,2022

4. AISC-360-22, Specification for Structural Steel Buildings, ANSI/AISC 360-22. (2022) American Institute of Steel Construction: Chicago, IL, https://www.aisc.org/Specification-for-Structural-Steel-Buildings-ANSIAISC-360-22-Download.

5. Experimental and analytical assessment of LTB resistance of built-up steel I-section members;Slein;J. Constr. Steel Res.,2023

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1. A non-uniform compound strip method for effective buckling analysis of stiffened structures;Composite Structures;2025-01

2. Proposed Improvements to AISC 360-22 Chapter F for Built-Up I-Section Members;Journal of Constructional Steel Research;2024-06