Experimental investigation of doubly-symmetric built-up I–girders subjected to high moment gradient-Reference-Cited by-同舟云学术

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

Published:2023-05 Issue: Volume:283 Page:115724
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Phillips Matthew^ORCID,Slein Ryan^ORCID,Sherman Ryan J.^ORCID,White Donald W.^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference48 articles.

1. AASHTO LRFD Bridge Design Specifications (Third Edition);AASHTO,2004

2. AASHTO LRFD Bridge Design Specifications (Ninth Edition);AASHTO,2020

3. AISC. Specification for Structural Steel Buildings. American Institute of Steel Construction; 2005.

4. AISC. Specification for Structural Steel Buildings. American Institute of Steel Construction; 2016.

5. E111 - Test Method for Youngs Modulus, Tangent Modulus, and Chord Modulus;ASTM;ASTM International,2017

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1. Flexural resistance of thin-web singly-symmetric steel I-sections exhibiting early tension flange yielding;Journal of Constructional Steel Research;2024-10

2. Effects of shear on the lateral torsional buckling of singly-symmetric I-beams;Thin-Walled Structures;2024-10

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

4. Influence of transverse stiffening on the lateral-torsional buckling resistance of built-up I-girders;Thin-Walled Structures;2024-02

5. Lateral–Torsional and Distortional Buckling of I-Shaped Welded Steel Girders;Journal of Structural Engineering;2023-09

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