Optimal Shape of an Arch under a Central Point Load for Maximum Buckling Load-Reference-Cited by-同舟云学术

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Optimal Shape of an Arch under a Central Point Load for Maximum Buckling Load

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wang C. M.¹,Zhang J. M.²^ORCID

Affiliation:

1. Professor, School of Civil Engineering, Univ. of Queensland, St Lucia, QLD 4072, Australia.

2. Ph.D. Candidate, School of Civil Engineering, Univ. of Queensland, St Lucia, QLD 4072, Australia (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7750

Reference7 articles.

1. Elastic Buckling of Arches under Symmetrical Loading

2. Elastic In-Plane Buckling of Funicular Arches

3. Prager-structures: Arch-grids and cable networks of optimal layout;Rozvany G. I. N.;Comput. Methods Appl. Mech. Eng.,1982

4. Optimal Design of Triangular Arches against Buckling

5. Optimal Design of Funicular Arches Under Equally Spaced Point Loads for Maximum Buckling Load

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