Prediction of local buckling and rotation capacity at maximum moment-Reference-Cited by-同舟云学术

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Prediction of local buckling and rotation capacity at maximum moment

Published:1995-01 Issue:1 Volume:32 Page:1-13
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Mali M.L.,Korol R.M.

Publisher

Elsevier BV

Subject

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

Reference13 articles.

1. Local buckling rules for structural steel members;Bild;J. Construct. Steel Research,1991

2. On inelastic buckling in steel;Haaijer;ASCE,1958

3. Flange local buckling in wide-flange shapes;Lay;ASCE,1965

4. Inelastic steel beams under uniform moment;Lay;ASCE,1965

5. Inelastic beams under moment gradient;Lay;ASCE,1967

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2. Effective width equations accounting for element interaction for cold-formed stainless steel square and rectangular hollow sections;Structures;2015-06

3. An overview study on cross-section classification of steel H-sections;Journal of Constructional Steel Research;2013-01

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