## 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 nonβuniform flexural rigidity and may cater for arbitrary forms of applied load distribution. The results calculated f
A direct matrix method for the elastic stability analysis of plates
β Scribed by A.L. Yettram; E.S. Awadalla
- Publisher
- Elsevier Science
- Year
- 1968
- Tongue
- English
- Weight
- 584 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0020-7403
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