Inelastic lateral buckling of steel cantilevers-Reference-Cited by-同舟云学术

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Inelastic lateral buckling of steel cantilevers

Published:2020-04 Issue: Volume:208 Page:109918
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Trahair N.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Post-buckling of redundant I-beams;Woolcock;J Eng Mech Dvn ASCE,1976

2. Theory of elastic stability;Timoshenko,1961

3. Flexural-torsional buckling of structures;Trahair,1993

4. Stability of monosymmetric beams and cantilevers;Anderson;J Struct Dvn ASCE,1972

5. On stability of monosymmetric cantilevers;Wang;Eng Struct,1986

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

2. Lateral–Torsional Buckling of Cantilever Steel Beams under 2 Types of Complex Loads;Applied Sciences;2023-05-09

3. Theoretical and experimental study on overall stability for the thin-walled double cantilever photovoltaic stent under uniform pressure;Solar Energy;2023-05

4. Sensitivity Optimization of Surface Acoustic Wave Yarn Tension Sensor Based on Elastic Beam Theory;Sensors;2022-12-01

5. Finite element analysis of flexural response of steel joist top chord extensions;Journal of Constructional Steel Research;2022-03

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