"Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method" . "3"^^ . "Reinforced concrete, column system, geometrical non-linearity, physical non-linearity, probability of failure, Monte Carlo simulation"@en . "RIV/61989100:27120/09:86081228!RIV12-GA0-27120___" . . "London" . "Modern reinforced concrete structural systems, formed by various slender members (i.e. columns, piers, frame legs, etc.), 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 acting on deformed structure. Rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures. Subject of this paper is a study describing probabilistic reliability an alysis of a continuous reinforced concrete frame. Most of input quantities are considered as random variables, including loads. Solution of the problem is based on the fully probabilistic SBRA (Simulation-Ba sed Reliability Assessment) method using Monte Carlo simulation technique. This approach leads to direct determination of structure unreliability expressed by probability of failure."@en . . . "Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method" . . . . "978-0-415-47557-0" . "8"^^ . "Modern reinforced concrete structural systems, formed by various slender members (i.e. columns, piers, frame legs, etc.), 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 acting on deformed structure. Rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures. Subject of this paper is a study describing probabilistic reliability an alysis of a continuous reinforced concrete frame. Most of input quantities are considered as random variables, including loads. Solution of the problem is based on the fully probabilistic SBRA (Simulation-Ba sed Reliability Assessment) method using Monte Carlo simulation technique. This approach leads to direct determination of structure unreliability expressed by probability of failure." . "[9F01D84FB143]" . . . . "2"^^ . "27120" . . . . "P(GA103/07/0557), Z(AV0Z20710524)" . "RIV/61989100:27120/09:86081228" . "Pustka, David" . "Safety, reliability and risk of structures, infrastructures and engineering systems proceedings of the Tenth International Conference on Structural Safety and Reliability (ICOSSAR2009), Osaka, Japan, 13-17 September 2009" . . . . "336404" . . "Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method"@en . . "CRC Press" . "Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method"@en . . "Osaka" . "\u010Cajka, Radim" . "Marek, Pavel" . . "2009-09-13+02:00"^^ . . . .