Maximum spanning capacity of a catenary arch under self-weight against buckling
Author:
Affiliation:
1. School of Civil Engineering, The University of Queensland, Brisbane, Australia
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/13287982.2024.2357403
Reference11 articles.
1. Elastic Buckling of Arches under Symmetrical Loading
2. On the stability of a strut under uniformly distributed axial forces
3. Determination of the Greatest Height Consistent with Stability That a Vertical Pole or Mast Can Be Made, and the Greatest Height to Which a Tree of Given Proportions Can Grow;Greenhill A. G.;Proceedings of the Cambridge Philosophical Society,1881
4. Uber die angenaherte Losung von Stabilitatspoblemen im Raum mittels der elastichen Gelenkkette;Hencky H.;Der Eisenbau,1920
5. Numerical Computation of Buckling Loads by Finite Differences
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