Inelastic buckling of tapered monosymmetric I-beams-Reference-Cited by-同舟云学术

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Inelastic buckling of tapered monosymmetric I-beams

Published:1989-04 Issue:2 Volume:11 Page:119-126
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bradford M.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Elastic stability of tapered I-beams;Kitipornchai;J. Struct. Div. ASCE,1972

2. Elastic buckling of tapered monosymmeric I-beams;Bradford;J. Struct. Eng. ASCE,1988

3. Strength formula for tapered beam-columns;Shiomi;J. Struct. Eng. ASCE,1984

4. The effect of residual stresses on structural stability;Dwight,1981

5. Welded steel plates in compression;Dwight;The Structural Engineer,1969

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2. A Novel Straight Beam Element for Lateral-Distortional Deformation Analysis of Frames and Curved Beams Made of Monosymmetric I-Sections;International Journal of Structural Stability and Dynamics;2024-01-29

3. Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects;Engineering Structures;2022-12

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