Pai, B.H.V and Baliga, Durgaprsad (2017) Buckling safety analysis of cylindrical shell roof with edge beam. International Journal of Civil Engineering and Technology, 8 (11). pp. 212-218. ISSN 0976-6308
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Abstract
Cylindrical shell roofs are usually constructed to cover large column free areas. In the present work, a single span cylindrical shell with edge beam has been analysed and designed. The Schorer Theory for long shells has been used for the analysis. A computer programme using C language is developed for analysis and design. The buckling safety of cylindrical shells is also incorporated in the analysis.
Item Type: | Article |
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Uncontrolled Keywords: | Cylindrical shell, stress resultants, semi-central angle, buckling of shells, principal tension, elastic stability, crushing strength, shell reinforcement, cost of construction |
Subjects: | Engineering > MIT Manipal > Civil Engineering |
Depositing User: | MIT Library |
Date Deposited: | 07 Dec 2017 04:37 |
Last Modified: | 07 Dec 2017 04:37 |
URI: | http://eprints.manipal.edu/id/eprint/150162 |
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