Buckling safety analysis of cylindrical shell roof with edge beam

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
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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