Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations-Reference-Cited by-同舟云学术

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Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations

Published:2017-01 Issue: Volume:128 Page:321-334
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Subramanian Lakshmi,White Donald W.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Unified flexural resistance equations for stability design of steel I-section members: Overview;White;J. Struct. Eng. Am. Soc. Civil Eng.,2008

2. Specification for Structural Steel Buildings, ANSI/AISC 360-10;AISC,2010

3. AASHTO LRFD Bridge Design Specifications;AASHTO,2015

4. Behavior and Design of Metal Building Frames Using General Prismatic and Web-Tapered Steel I-Section Members;Kim,2010

5. New Lateral Torsional Buckling Curves κLT -Numerical Simulations and Design Formulae, ECCS TC8, Report 30, June 2000 (rev);Greiner,2001

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