0210343 - UTAM-F 20013102 RIV SIGLE NL eng C - Conference Paper (international conference)
Náprstek, Jiří
PDF based strongly non-linear analysis of randomly imperfect shells.
Euromech Colloquium 424. Buckling predictions of imperfection sensitive shells. Delft: TU Delft, 2001 - (Arbocz, J.; Wunderlich, W.), s. 59-62
[Euromech Colloquium 424. Kerkrade (NL), 02.09.2001-05.09.2001]
R&D Projects: GA ČR GA103/99/0122; GA ČR GA103/99/0756
Keywords : Bayesian approach, stochastic stability, imperfect shells.
Subject RIV: JM - Building Engineering

Response of thin walled structure is significant influenced by random imperfections in their geometric form. A compromising procedure of their analyses can be based on an application of the Bayes theorem.
Permanent Link: http://hdl.handle.net/11104/0105897