Lateral–torsional buckling of steel web tapered tee-section cantilevers-Reference-Cited by-同舟云学术

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Lateral–torsional buckling of steel web tapered tee-section cantilevers

Published:2013-08 Issue: Volume:87 Page:31-37
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Yuan Wei-bin,Kim Boksun,Chen Chang-yi

Publisher

Elsevier BV

Subject

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

Reference20 articles.

1. Elastic distortional buckling of tee-section cantilevers;Bradford;Thin-Walled Struct,1999

2. Stability of monosymmetric beams and cantilevers;Anderson;J Struct Div ASCE,1972

3. Effective lengths of cantilevers as governed by lateral buckling;Nethercot;Struct Eng,1973

4. Buckling properties of monosymmetric I-beams;Kitipornchai;J Struct Div ASCE,1980

5. Instability of monosymmetric I-beams and cantilevers;Roberts;Int J Mech Sci,1985

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2. Semi analytical solutions for flexural-torsional buckling of thin-walled cantilever beams with doubly symmetric cross-sections;STRUCT ENG MECH;2023

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