On the safety prediction of deteriorating structures
Authors
A. Kudzys
O. Lukoševičienė
Abstract
Engineering modeling of safety prediction of the structures subjected to aggressive environmental actions and rectangular renewal pulse processes of single and co-incident extreme loads is considered. The safety margins of deteriorating particular members are modeled as a random decreasing sequences. The prediction of long-term survival probabilities of structures is based on the unsophisticated method of transformed conditional probabilities. The prob-ability-based design of deteriorating members is illustrated by the numerical example.