Stability of tapered I-beams-Reference-Cited by-同舟云学术

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Stability of tapered I-beams

Published:1988-01 Issue:3 Volume:9 Page:195-216
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Bradford M.A.

Publisher

Elsevier BV

Subject

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

Reference18 articles.

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

2. Allowable Stress for Web Tapered Beams;Lee,1974

3. The effective length of cantilevers as governed by lateral buckling;Nethercot;The Structural Engineer,1973

4. Bending and buckling strength of tapered structural members;Prawel;Welding Journal,1974

5. The stability of tapered and haunched beams;Horne,1979

Cited by 21 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

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

2. Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members;Journal of Structural Engineering;2022-11

3. Neural network models for the critical bending moment of uniform and tapered beams;Structures;2022-07

4. Lateral buckling of tapered steel members;Analysis and Design of Plated Structures;2022

5. Tapered beam–column analysis by analytical solution;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2019-11

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