"P\u0159\u00EDsp\u011Bvek popisuje \u017Eelezobetonovou stropn\u00ED konstrukci s nadm\u011Brn\u00FDmi pr\u016Fhyby a trhlinami, ke kter\u00FDm vedlo zanedb\u00E1n\u00ED mezn\u00EDho stavu pou\u017Eitelnosti a zvolen\u00ED chybn\u00E9ho v\u00FDpo\u010Detn\u00EDho modelu konstrukce. N\u00E1sledn\u00E1 anal\u00FDza prok\u00E1zala dostate\u010Dnou mezn\u00ED \u00FAnosnost, ale sou\u010Dasn\u011B nedostate\u010Dnou pou\u017Eitelnost konstrukce. \u010Cl\u00E1nek obsahuje i n\u00E1vrh zes\u00EDlen\u00ED."@cs . "Z(MSM0021630519)" . . "RIV/00216305:26110/11:PU92565" . "Klus\u00E1\u010Dek, Ladislav" . "Over deflection of the ceiling construction, reasons, solution"@en . . "Nadm\u011Brn\u00E9 pr\u016Fhyby stropn\u00ED desky, p\u0159\u00ED\u010Diny, \u0159e\u0161en\u00ED" . "Sanace betonov\u00FDch konstrukc\u00ED" . "Nadm\u011Brn\u00E9 pr\u016Fhyby stropn\u00ED desky, p\u0159\u00ED\u010Diny, \u0159e\u0161en\u00ED"@cs . "CZ - \u010Cesk\u00E1 republika" . "[1722BECB492B]" . . "P\u0159\u00EDsp\u011Bvek popisuje \u017Eelezobetonovou stropn\u00ED konstrukci s nadm\u011Brn\u00FDmi pr\u016Fhyby a trhlinami, ke kter\u00FDm vedlo zanedb\u00E1n\u00ED mezn\u00EDho stavu pou\u017Eitelnosti a zvolen\u00ED chybn\u00E9ho v\u00FDpo\u010Detn\u00EDho modelu konstrukce. N\u00E1sledn\u00E1 anal\u00FDza prok\u00E1zala dostate\u010Dnou mezn\u00ED \u00FAnosnost, ale sou\u010Dasn\u011B nedostate\u010Dnou pou\u017Eitelnost konstrukce. \u010Cl\u00E1nek obsahuje i n\u00E1vrh zes\u00EDlen\u00ED." . . . . "RIV/00216305:26110/11:PU92565!RIV12-MSM-26110___" . "Nadm\u011Brn\u00E9 pr\u016Fhyby stropn\u00ED desky, p\u0159\u00ED\u010Diny, \u0159e\u0161en\u00ED" . "Suza, Dominik" . . "1211-3700" . . . . . . "2011" . "Over deflection of the ceiling construction, reasons, solution"@en . . "26110" . "Nadm\u011Brn\u00E9 pr\u016Fhyby stropn\u00ED desky, p\u0159\u00ED\u010Diny, \u0159e\u0161en\u00ED"@cs . . "6"^^ . . "The paper describes a reinforced concrete over deflection ceiling construction with the cracks. The reason of this defects was hidden in neglect serviceability limit state and in using of wrong calculate model. The following analysis approves that the ultimate limit state was sufficient but the serviceability limit state was insufficient. The paper describes also the design of strengthening."@en . "2"^^ . "1"^^ . "strengthening, cracks, deflection"@en . "1" . . "214625" .