A probabilistic methodology to assess the reliability of deteriorating structural elements

DOI10.1016/S0045-7825(98)00141-8zbMath0957.74041MaRDI QIDQ1965205

Marcello Ciampoli

Publication date: 25 March 2001

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

zbMATH Keywords

shocksItô stochastic differential equationnuclear power plantearthquake loadingageingtime-dependent reliabilitydeterioration over timeevolution structural damageexpansive aggregate reactionsprobabilistic procedurereinforced concrete shear wall

Mathematics Subject Classification ID

Fracture and damage (74R99) Reliability and life testing (62N05)

Cites Work

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• Stochastic evolution of microcracks in continua
• Time dependent reliability of structural systems subject to deterioration

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