. . "Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slenderness. Effects of external forces on these structures are significantly dependent on their deformations. In the reliability assessment of these structures it is necessary to deal with the 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 leading to direct expression of their reliability. The subject of this paper is probabilistic analysis of slender reinforced concrete column exposed to random combinations of compressive force and bending moment. Other input quantities (geometrical and material characteristics) are considered random as well. The solution of this problem is performed by the fully probabilistic SBRA (Simulation-Based Reliability Assessment) method (see e.g. [1]-[4]) based on Monte Carlo simulation techniqu" . "P(GD103/05/H036)" . "[8F1E4098C5C2]" . "RIV/61989100:27120/08:00018686" . "Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method" . . . "RIV/61989100:27120/08:00018686!RIV09-GA0-27120___" . "Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method" . "V\u00EDcekomponentn\u00ED anal\u00FDza \u00FA\u010Dink\u016F zat\u00ED\u017Een\u00ED na \u0161t\u00EDhl\u00FD \u017Eelezobetonov\u00FD sloup s vyu\u017Eit\u00EDm pravd\u011Bpodobnostn\u00ED metody SBRA"@cs . . "2"^^ . "27120" . "Tchaj-pej, Tchaj-wan" . . . . "National Taiwan University Civil Engineering Culture & Educa" . "4"^^ . . . . . . "The Eleven East Asia-Pacific Conference on Structural Engineering and Construction (EASEC ? 11)" . "4"^^ . . . "Mynarzov\u00E1, Lucie" . "Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method"@en . "Pustka, David" . "V\u00EDcekomponentn\u00ED anal\u00FDza \u00FA\u010Dink\u016F zat\u00ED\u017Een\u00ED na \u0161t\u00EDhl\u00FD \u017Eelezobetonov\u00FD sloup s vyu\u017Eit\u00EDm pravd\u011Bpodobnostn\u00ED metody SBRA"@cs . . "\u010Cajka, Radim" . "381075" . . . "Reinforced concrete; Slender compressed column; Combination of normal force and bending moment; Buckling; Monte Carlo simulation; Safety; Probability of failure."@en . "Marek, Pavel" . . . "Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method"@en . . . "Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slenderness. Effects of external forces on these structures are significantly dependent on their deformations. In the reliability assessment of these structures it is necessary to deal with the 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 leading to direct expression of their reliability. The subject of this paper is probabilistic analysis of slender reinforced concrete column exposed to random combinations of compressive force and bending moment. Other input quantities (geometrical and material characteristics) are considered random as well. The solution of this problem is performed by the fully probabilistic SBRA (Simulation-Based Reliability Assessment) method (see e.g. [1]-[4]) based on Monte Carlo simulation techniqu"@en . "978-986-80222-4-9" . "Modern\u00ED nosn\u00E9 \u017Eelezobetonov\u00E9 konstrukce (sloupy, pil\u00ED\u0159e atd.) jsou charakteristick\u00E9 svou \u0161t\u00EDhlost\u00ED. \u00DA\u010Dinky vn\u011Bj\u0161\u00EDch sil na tyto konstrukce v\u00FDrazn\u011B z\u00E1vis\u00ED na jejich deformac\u00EDch. Ve spolehlivostn\u00EDm posudku je nutn\u00E9 br\u00E1t v \u00FAvahu rovnov\u00E1hu vnit\u0159n\u00EDch a vn\u011Bj\u0161\u00EDch sil p\u016Fsob\u00EDc\u00EDch na deformovan\u00E9 konstrukci. Rychle rostouc\u00ED mo\u017Enosti v\u00FDpo\u010Detn\u00ED techniky umo\u017E\u0148uj\u00ED vyu\u017Eit\u00ED pln\u011B pravd\u011Bpodobnostn\u00EDch metod spolehlivostn\u00EDho posudku konstrukc\u00ED vedouc\u00EDho k p\u0159\u00EDm\u00E9mu vyj\u00E1d\u0159en\u00ED jejich spolehlivosti. Tento p\u0159\u00EDsp\u011Bvek se t\u00FDk\u00E1 pravd\u011Bpodobnostn\u00ED anal\u00FDzy \u0161t\u00EDhl\u00E9ho \u017Eelezobetonov\u00E9ho sloupu vystaven\u00E9ho n\u00E1hodn\u00FDm kombinac\u00EDm tlakov\u00E9 s\u00EDly a ohybov\u00E9ho momentu. Dal\u0161\u00ED vstupn\u00ED veli\u010Diny (geometrick\u00E9 a materi\u00E1lov\u00E9 charakteristiky) jsou tak\u00E9 uva\u017Eov\u00E1ny jako n\u00E1hodn\u011B prom\u011Bnn\u00E9. \u0158e\u0161en\u00ED tohoto probl\u00E9mu je p\u0159edstavov\u00E1no pln\u011B pravd\u011Bpodobnostn\u00ED metodou SBRA zalo\u017Eenou na simulaci Monte Carlo."@cs .