Timoshenko line-element for stability analysis of tapered I-section steel members considering warping effects

Author:

Abdelrahman A.H.A.ORCID,Chen Liang,Liu Si-WeiORCID,Ziemian Ronald D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Second-order direct analysis of domelike structures consisting of tapered members with I-Sections;Liu;J. Struct. Eng.,2016

2. Guide to Stability Design Criteria for Metal Structures;Galambos,1998

3. On the evaluation of critical lateral buckling loads of prismatic steel beams;Aydin;Steel Compos. Struct.,2015

4. Inelastic lateral buckling of continuous steel beams;Trahair;Eng. Struct.,2019

5. Lateral torsional buckling of steel I-beams: Effect of initial geometric imperfection;Bas;Steel Compos. Struct.,2019

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