Effect of moment gradient and load height with respect to centroid on the reliability of wide flange steel beams subject to elastic lateral torsional buckling-Reference-Cited by-同舟云学术

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Effect of moment gradient and load height with respect to centroid on the reliability of wide flange steel beams subject to elastic lateral torsional buckling

Published:2017-11 Issue: Volume:150 Page:656-664
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Eamon Christopher D.,Lamb Alexander W.,Patki Kapil

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. The lateral stability of deep rectangular beams;Dumont,1937

2. Lateral stability of equal flanged aluminum alloy I-beams subject to pure bending;Dumont,1940

3. Lateral buckling of channels and Z-beams;Hill;Trans ASCE,1954

4. Lateral buckling of elastically end-restrained I-beams;Austin;Proc ASCE,1955

5. Lateral bucking of I-beams;Salvadori;Trans ASCE,1955

Cited by 2 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. Reliability of Corroded Steel Members Subjected to Elastic Lateral Torsional Buckling;International Journal of Steel Structures;2021-07-19

2. Experimental Study of H-Shaped Honeycombed Stub Columns with Rectangular Concrete-Filled Steel Tube Flanges Subjected to Axial Load;Advances in Civil Engineering;2021-06-08

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