Buckling safety analysis of cylindrical shell roof with edge beam

B. H.V. Pai, B. Durga Prasad Baliga

Research output: Contribution to journalArticle

1 Citation (Scopus)

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.

Original languageEnglish
Pages (from-to)212-218
Number of pages7
JournalInternational Journal of Civil Engineering and Technology
Volume8
Issue number11
Publication statusPublished - 01-11-2017
Externally publishedYes

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Roofs
Buckling
Computer program listings

All Science Journal Classification (ASJC) codes

  • Ceramics and Composites
  • Civil and Structural Engineering
  • Building and Construction
  • Metals and Alloys

Cite this

Pai, B. H.V. ; Durga Prasad Baliga, B. / Buckling safety analysis of cylindrical shell roof with edge beam. In: International Journal of Civil Engineering and Technology. 2017 ; Vol. 8, No. 11. pp. 212-218.
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Buckling safety analysis of cylindrical shell roof with edge beam. / Pai, B. H.V.; Durga Prasad Baliga, B.

In: International Journal of Civil Engineering and Technology, Vol. 8, No. 11, 01.11.2017, p. 212-218.

Research output: Contribution to journalArticle

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