Influence of web distortion and onset of yield on doubly symmetric built-up I-girders subjected to high moment gradient

Experimental investigation of doubly-symmetric built-up I–girders subjected to high moment gradient

(2023) Matthew Phillips et al.   ENGINEERING STRUCTURES

Experimental and analytical assessment of LTB resistance of built-up steel I-section members

(2023) Ryan Slein et al.   JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Effects of Shear on the Elastic Lateral Torsional Buckling of Doubly Symmetric I-Beams

(2021) Chen Liang et al.   JOURNAL OF STRUCTURAL ENGINEERING

Shear Strength of Unstiffened Steel I-Section Members

(2017) Aaron J. Daley et al.   JOURNAL OF STRUCTURAL ENGINEERING

Reassessment of the Lateral Torsional Buckling Resistance of Rolled I-Section Members: Moment Gradient Tests

(2017) Lakshmi Subramanian et al.   JOURNAL OF STRUCTURAL ENGINEERING

Shear Strength of Unstiffened Steel I-Section Members

(2017) Aaron J. Daley et al.   JOURNAL OF STRUCTURAL ENGINEERING

Reassessment of the Lateral Torsional Buckling Resistance of Rolled I-Section Members: Moment Gradient Tests

(2017) Lakshmi Subramanian et al.   JOURNAL OF STRUCTURAL ENGINEERING

New design curves for lateral–torsional buckling—Proposal based on a consistent derivation

(2010) Andreas Taras et al.   JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Shear Strength and Moment-Shear Interaction in Transversely Stiffened Steel I-Girders

(2008) Donald W. White et al.   JOURNAL OF STRUCTURAL ENGINEERING

Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Overview

(2008) Donald W. White   JOURNAL OF STRUCTURAL ENGINEERING