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 language | English |
|---|---|
| Pages (from-to) | 212-218 |
| Number of pages | 7 |
| Journal | International Journal of Civil Engineering and Technology |
| Volume | 8 |
| Issue number | 11 |
| Publication status | Published - 01-11-2017 |
| Externally published | Yes |
All Science Journal Classification (ASJC) codes
- Ceramics and Composites
- Civil and Structural Engineering
- Building and Construction
- Metals and Alloys