Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads-Reference-Cited by-同舟云学术

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Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads

Published:2007-03 Issue:3 Volume:45 Page:352-362
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Pi Y.-L.,Bradford M.A.,Tin-Loi F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Thin-walled elastic beams;Vlasov,1961

3. Flexural-torsional buckling of arches;Papangelis;Journal of Structural Engineering ASCE,1987

4. Effect of curvature on stability of curved beams;Yang;Journal of Engineering Mechanics ASCE,1987

5. Guide to stability design criteria for metal structures;Galambos,1988

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1. Experimental and numerical investigation on out-of-plane ultimate strength of high-strength steel arches;Thin-Walled Structures;2024-07

2. Structural Stability Analysis of Eye of the Yellow Sea, a Large-Span Arched Pedestrian Bridge;Metals;2022-07-03

3. Lateral-torsional buckling of functionally graded porous arches with graphene platelets reinforcements under an arbitrary radial concentrated load;Composite Structures;2022-02

4. In-plane buckling of semi-cylindrical shells with elastic edge restraints under a central radial load;Thin-Walled Structures;2021-10

5. Elastic lateral-torsional instability of monosymmetric shear deformable fixed arches under a localized uniform radial load;Thin-Walled Structures;2021-03

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