. "Comparison of Ultimate Limit State Determination according to Different Calculation Method"@en . "2"^^ . "5"^^ . "\u010Cl\u00E1nek se zab\u00FDv\u00E1 porovn\u00E1n\u00EDm postupu v\u00FDpo\u010Dtu v mezn\u00EDm stavu \u00FAnosnosti dodate\u010Dn\u011B p\u0159edpjat\u00E9ho komorov\u00E9ho pr\u016F\u0159ezu mostu (p\u0159i nam\u00E1h\u00E1n\u00ED kombinac\u00ED ohybov\u00E9ho momentu a norm\u00E1lov\u00E9 s\u00EDly) dle d\u0159\u00EDve platn\u00FDch nebo v sou\u010Dasnosti pou\u017E\u00EDvan\u00FDch normov\u00FDch p\u0159\u00EDstup\u016F a doporu\u010Den\u00ED. Jedn\u00E1 se o posouzen\u00ED mezn\u00EDho stavu \u00FAnosnosti dle \u010CSN 73 6207 (v\u00FDpo\u010Det dle teorie stup\u0148\u016F bezpe\u010Dnosti proti dosa\u017Een\u00ED meze \u00FAnosnosti) a \u010CSN EN (postupy zalo\u017Een\u00E9 na navozen\u00ED stavu dekomprese posuzovan\u00E9ho pr\u016F\u0159ezu, metodika mezn\u00EDch p\u0159etvo\u0159en\u00ED s uv\u00E1\u017Een\u00EDm re\u00E1ln\u00FDch v \u010Dase prom\u011Bnn\u00FDch p\u0159etvo\u0159en\u00ED pr\u016F\u0159ezu a zjednodu\u0161en\u00FD p\u0159\u00EDstup zalo\u017Een\u00FD na analogii chov\u00E1n\u00ED \u017Eelezobetonov\u00E9ho pr\u016F\u0159ezu)."@cs . . . . . . . "978-80-87158-30-2" . "21110" . . "2"^^ . "Comparison of Ultimate Limit State Determination according to Different Calculation Method"@en . "Porovn\u00E1n\u00ED stanoven\u00ED MS\u00DA podle r\u016Fzn\u00FDch normov\u00FDch p\u0159\u00EDstup\u016F"@cs . . "Concrete, prestressed concrete, ultimate limit state"@en . . "Matou\u0161, Zden\u011Bk" . "RIV/68407700:21110/11:00185664" . "2011-11-23+01:00"^^ . . "Porovn\u00E1n\u00ED stanoven\u00ED MS\u00DA podle r\u016Fzn\u00FDch normov\u00FDch p\u0159\u00EDstup\u016F" . "RIV/68407700:21110/11:00185664!RIV12-MSM-21110___" . "\u010Cl\u00E1nek se zab\u00FDv\u00E1 porovn\u00E1n\u00EDm postupu v\u00FDpo\u010Dtu v mezn\u00EDm stavu \u00FAnosnosti dodate\u010Dn\u011B p\u0159edpjat\u00E9ho komorov\u00E9ho pr\u016F\u0159ezu mostu (p\u0159i nam\u00E1h\u00E1n\u00ED kombinac\u00ED ohybov\u00E9ho momentu a norm\u00E1lov\u00E9 s\u00EDly) dle d\u0159\u00EDve platn\u00FDch nebo v sou\u010Dasnosti pou\u017E\u00EDvan\u00FDch normov\u00FDch p\u0159\u00EDstup\u016F a doporu\u010Den\u00ED. Jedn\u00E1 se o posouzen\u00ED mezn\u00EDho stavu \u00FAnosnosti dle \u010CSN 73 6207 (v\u00FDpo\u010Det dle teorie stup\u0148\u016F bezpe\u010Dnosti proti dosa\u017Een\u00ED meze \u00FAnosnosti) a \u010CSN EN (postupy zalo\u017Een\u00E9 na navozen\u00ED stavu dekomprese posuzovan\u00E9ho pr\u016F\u0159ezu, metodika mezn\u00EDch p\u0159etvo\u0159en\u00ED s uv\u00E1\u017Een\u00EDm re\u00E1ln\u00FDch v \u010Dase prom\u011Bnn\u00FDch p\u0159etvo\u0159en\u00ED pr\u016F\u0159ezu a zjednodu\u0161en\u00FD p\u0159\u00EDstup zalo\u017Een\u00FD na analogii chov\u00E1n\u00ED \u017Eelezobetonov\u00E9ho pr\u016F\u0159ezu)." . . "[34CB59EE378C]" . "The article deal with comparison of ultimate limit state determination of prestressed box girder (section strained by bending moment and normal force) according to valid or previously applicable standards and reference. It is ultimate limit state assessment in accordance with \u010CSN 73 6207 (calculation according to safety degree against reaching of ultimate limit state) and \u010CSN EN (limit state of decompression, limit state of deflection with variable deflections in the time and simplified method according to reinforced concrete assessment)."@en . "Hradec Kr\u00E1lov\u00E9" . . . "Beton\u00E1\u0159sk\u00E9 dny 2011" . "Praha" . . . . "P(GAP104/11/1301), S" . "Porovn\u00E1n\u00ED stanoven\u00ED MS\u00DA podle r\u016Fzn\u00FDch normov\u00FDch p\u0159\u00EDstup\u016F"@cs . . "Vr\u00E1bl\u00EDk, Luk\u00E1\u0161" . "221502" . "\u010Cesk\u00E1 beton\u00E1\u0159sk\u00E1 spole\u010Dnost \u010CSSI" . "Porovn\u00E1n\u00ED stanoven\u00ED MS\u00DA podle r\u016Fzn\u00FDch normov\u00FDch p\u0159\u00EDstup\u016F" . .