"Eurocodes; alternative combinations of actions; partial factors; reliability of structures"@en . "Vliv alternativn\u00EDch postup\u016F v EN 1990 na spolehlivost konstrukc\u00ED"@cs . "RIV/68407700:21610/02:07073783" . "21610" . . "CZ - \u010Cesk\u00E1 republika" . . . "1210-4027" . "4"^^ . "0"^^ . . "0"^^ . "2"^^ . . "Holick\u00FD, Milan" . "Vliv alternativn\u00EDch postup\u016F v EN 1990 na spolehlivost konstrukc\u00ED" . . "Vliv alternativn\u00EDch postup\u016F v EN 1990 na spolehlivost konstrukc\u00ED"@cs . . "Vliv alternativn\u00EDch postup\u016F v EN 1990 na spolehlivost konstrukc\u00ED" . "2"^^ . "668814" . . . "The basic European standard for the design of building structures prEN 1990 presents alternative procedures for the determination of effects of loading which should be solved in national annexes prepared by CEN member states. Determination of the basic combination of loading and partial coefficients of loading for the permanent as well as transient design situations appears to be one of the major issues. PrEN 1990 gives three alternative procedures for such situations. Examples of a reinforced concrete slab and a steel tie suggest that procedures recommended by prEN 1990 lead to differing levels of reliability of structures. They are, though, usually higher than reliability levels achieved with the use of the current \u010CSN P ENV 1991-1. Further calibration studies have proved to be necessary for the preparation of the national annex to prEN 1990."@en . . "Stavebn\u00ED obzor" . . "Z(MSM 210000029)" . "The Influence of Alternative Procedures in EN 1990 on Structural Reliability"@en . "33;36" . "Z\u00E1kladn\u00ED evropsk\u00E1 norma pro navrhov\u00E1n\u00ED stavebn\u00EDch konstrukc\u00ED prEN 1990 uv\u00E1d\u00ED alternativn\u00ED postupy pro stanoven\u00ED \u00FA\u010Dinku zat\u00ED\u017Een\u00ED, o nich\u017E se m\u00E1 rozhodnout v n\u00E1rodn\u00EDch p\u0159\u00EDloh\u00E1ch jednotliv\u00FDch \u010Dlensk\u00FDch zem\u00ED CEN. Jednou z d\u016Fle\u017Eit\u00FDch ot\u00E1zek je stanoven\u00ED z\u00E1kladn\u00ED kombinace zat\u00ED\u017Een\u00ED a d\u00EDl\u010D\u00EDch sou\u010Dinitel\u016F zat\u00ED\u017Een\u00ED pro trvalou i do\u010Dasnou n\u00E1vrhovou situaci, pro kterou se v prEN 1990 uv\u00E1d\u011Bj\u00ED t\u0159i alternativn\u00ED postupy. P\u0159\u00EDklady \u017Eelezobetonov\u00E9 desky a ocelov\u00E9ho t\u00E1hla nazna\u010Duj\u00ED, \u017Ee postupy doporu\u010Den\u00E9 v prEN 1990 vedouk rozd\u00EDln\u00FDm \u00FArovn\u00EDm spolehlivosti konstrukc\u00ED, kter\u00E9 jsou v\u0161ak v\u011Bt\u0161inou vy\u0161\u0161\u00ED ne\u017E spolehlivost p\u0159i postupu podle sou\u010Dasn\u00E9 \u010CSN P ENV 1991-1. Ukazuje se, \u017Ee pro zpracov\u00E1n\u00ED n\u00E1rodn\u00ED p\u0159\u00EDlohy k prEN 1990 jsou nezbytn\u00E9 dal\u0161\u00ED kalibra\u010Dn\u00ED studie." . . . . "RIV/68407700:21610/02:07073783!RIV/2003/MSM/216103/N" . . "11" . "2" . "The Influence of Alternative Procedures in EN 1990 on Structural Reliability"@en . . "[CE65E6725027]" .