Instability of monosymmetric I-beams and cantilevers-Reference-Cited by-同舟云学术

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Instability of monosymmetric I-beams and cantilevers

Published:1985-01 Issue:5 Volume:27 Page:313-324
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Roberts T.M.,Burt C.A.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference25 articles.

1. Theory of Beam Columns. Vol. 2. Space Behaviour and Design;Chen,1977

2. Specification for the design, fabrication and erection of structural steel for buildings,1969

3. BS 449: 1969. Specification for the use of structural steel in buildings,1969

4. AS 1250–1975 SAA Steel structures code,1975

5. Lateral torsional buckling of beams;Nethercot,1978

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1. Lateral-torsional buckling resistance of non-prismatic and prismatic mono-symmetric I-section steel beams based on stress utilization;Engineering Structures;2024-04

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

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

4. A lateral–torsional buckling demonstration model using 3D printing;Engineering Structures;2023-04

5. Design of mono-symmetric I-sections under combined load cases by the Overall Interaction Concept;Thin-Walled Structures;2023-01

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