"Sou\u010Dasn\u00E1 kriteria posudku spolehlivosti odpov\u00EDdaj\u00EDc\u00ED norm\u00E1m Eurocode a AISC-LRFD jsou zalo\u017Eena na porovn\u00E1n\u00ED nejv\u011Bt\u0161\u00EDho \u00FA\u010Dinku zat\u00ED\u017Een\u00ED a minim\u00E1ln\u00ED specifikovan\u00E9 odolnosti. Kvalitativn\u011B nov\u00E1 kriteria vyvinut\u00FD v r\u00E1mci pravd\u011Bpodobnostn\u00EDho posudku spolehlivosti a aplikovateln\u00E1 v norm\u00E1ch mus\u00ED b\u00FDt jasn\u011B specifikov\u00E1na referen\u010Dn\u00ED hodnota nebo funkce uplatn\u011Bn\u00E1 p\u0159i v\u00FDpo\u010Dtu pravd\u011Bpodobnosti poruchy, kter\u00E1 je porovn\u00E1v\u00E1na se specifikovanou n\u00E1vrhovou pravd\u011Bpodobnost\u00ED." . "Referen\u010Dn\u00ED funkce a hodnoty"@cs . "Reference functions and values"@en . . . "P(GA103/04/1451), Z(AV0Z20710524)" . "Sborn\u00EDk refer\u00E1t\u016F 4. celost\u00E1tn\u00ED konference se zahrani\u010Dn\u00ED \u00FA\u010Dast\u00ED Spolehlivost konstrukc\u00ED" . . . "Marek, Pavel" . "Sou\u010Dasn\u00E1 kriteria posudku spolehlivosti odpov\u00EDdaj\u00EDc\u00ED norm\u00E1m Eurocode a AISC-LRFD jsou zalo\u017Eena na porovn\u00E1n\u00ED nejv\u011Bt\u0161\u00EDho \u00FA\u010Dinku zat\u00ED\u017Een\u00ED a minim\u00E1ln\u00ED specifikovan\u00E9 odolnosti. Kvalitativn\u011B nov\u00E1 kriteria vyvinut\u00FD v r\u00E1mci pravd\u011Bpodobnostn\u00EDho posudku spolehlivosti a aplikovateln\u00E1 v norm\u00E1ch mus\u00ED b\u00FDt jasn\u011B specifikov\u00E1na referen\u010Dn\u00ED hodnota nebo funkce uplatn\u011Bn\u00E1 p\u0159i v\u00FDpo\u010Dtu pravd\u011Bpodobnosti poruchy, kter\u00E1 je porovn\u00E1v\u00E1na se specifikovanou n\u00E1vrhovou pravd\u011Bpodobnost\u00ED."@cs . . . . "540422" . . "2005-04-06+02:00"^^ . . "RIV/68378297:_____/05:00029000!RIV06-AV0-68378297" . "[DD643540C173]" . . . "Reference functions and values"@en . "The current structural reliability assessment criteria (corresponding to the prescriptive Limit States Design concept such as Eurocode and AISC-LRFD) are expressed by comparing the specified maximum load effects and minimum specified resistance. In the qualitatively different gradually developed probabilistic reliability assessment procedures(applicable in codes) clear definitions of the \u201Ereference\u201C functions and values applied in the calculation of the probability of failure must be specified and adequate target probabilities must be given considering tolerable risk, economical requirements and some other measures."@en . "6"^^ . "65;70" . "80-02-01708-0" . . "RIV/68378297:_____/05:00029000" . "DOT Ostrava" . "Referen\u010Dn\u00ED funkce a hodnoty" . . "Probability; Monte Carlo; Reliability of Structures"@en . . "Referen\u010Dn\u00ED funkce a hodnoty" . . . "1"^^ . . . "Referen\u010Dn\u00ED funkce a hodnoty"@cs . "1"^^ . "Ostrava" . "Ostrava" .