Ultimate strength of singly symmetrical I-section steel beams with variable flange ratio-Reference-Cited by-同舟云学术

Ultimate strength of singly symmetrical I-section steel beams with variable flange ratio

Published:2015-02 Issue: Volume:87 Page:149-157
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

El-Mahdy G.M.,El-Saadawy M.M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Structural members and frames;Galambos,1968

2. Guide to stability design criteria for metal structures;Ziemian,2010

3. Buckling properties of mono-symmetric I-beams;Kitipornchai;ASCE J Struct Div,1980

4. H. Wagner Verdrehung und knickung von offenen profilen. In: 25th Anniversary Publication, Technische Hochschule, Danzig, 1904–1929, Translated NACA Technical Memorandum, no. 807; 1936.

5. Stability of mono-symmetric beams and cantilevers;Anderson;ASCE J Struct Div,1972

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5. Global buckling of laterally-unrestrained Q460GJ beams with singly symmetric I-sections;Journal of Constructional Steel Research;2018-06