| contributor author | Sundaramoorthy Rajasekaran | |
| contributor author | Klaus Weimar | |
| date accessioned | 2017-05-08T20:53:22Z | |
| date available | 2017-05-08T20:53:22Z | |
| date copyright | June 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A6%281514%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30608 | |
| description abstract | A finite element nonlinear formulation for the stability analysis of a conical concrete shell roof for a cathedral in India is presented. The degenerated shell elements are used to idealize the shell and the buckling load is calculated based on eigenvalue approach as well as load deformation response using the nonlinear incremental structural analysis program and the conclusions are drawn. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling Analysis of Segmented Conical Concrete Shell Roof | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:6(1514) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006 | |
| contenttype | Fulltext | |
