Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method

0330567 - ÚTAM 2010 RIV NL eng C - Conference Paper (international conference)
Pustka, D. - Čajka, R. - Marek, Pavel
Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method.
Proceedings of the tenth international conference on structural safety and reliability (ICOSSAR 2009). Leiden,Netherlands: CRC Press/Balkema, 2009 - (Furuta, H.; Frangopol, D.; Shinozuka, M.), s. 608-613. ISBN 978-0-415-47557-0.
[International conference on structural safety and reliability (ICOSSAR 2009) /10/. Osaka (JP), 13.09.2009-17.09.2009]
R&D Projects: GA ČR(CZ) GA103/07/0557
Institutional research plan: CEZ:AV0Z20710524
Keywords : reinforced concrete * SBRA method * probability
Subject RIV: JM - Building Engineering

Modern reinforced concrete structural systems, formed by various slender members are used more frequently than ever; Effects of external forces on these structures are significantly dependent on their deformations. Reliability assessment of these structures should be based on equilibrium of internal and external forces action on deformed structures; rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures. Subject of this paper is study demonstrating probabilistic reliability analysis of a continuous reinforced concrete frame exposed to random variable loads.
Permanent Link: http://hdl.handle.net/11104/0176328