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A direct matrix method for the elastic stability analysis of deep circular arches

✍ Scribed by E. S. Awadalla

Publisher
John Wiley and Sons
Year
1974
Tongue
English
Weight
711 KB
Volume
8
Category
Article
ISSN
0029-5981

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✦ Synopsis

Abstract

A direct method is described for the evaluation of the critical loads on deep circular arches having various forms of end support. The method is applicable to arches of non‐uniform flexural rigidity and may cater for arbitrary forms of applied load distribution. The results calculated for two examples are given, and compared with those obtained analytically and experimentally by other investigators. A complete listing of a computer program for one of the examples is provided in the Appendices.

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