"2005-06-22+02:00"^^ . "The Problem of Application Crack Band Model for Reinforced Slabs Analysis"@en . "Brde\u010Dko, Lud\u011Bk" . "\u00DAskal\u00ED pou\u017Eit\u00ED modelu p\u00E1su trhlin p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek" . "\u0158outil, Ladislav" . "6"^^ . . "The crack band model is relatively simple modification of models of reinforced concrete structures which can be used for solution of mesh dependency of results in this type of structures. Some results obtained by application of crack band model for analysis of reinforced concrete slabs are discussed."@en . . . "RIV/00216305:26110/05:PU55276!RIV06-GA0-26110___" . "\u00DAskal\u00ED pou\u017Eit\u00ED modelu p\u00E1su trhlin p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek"@cs . "RIV/00216305:26110/05:PU55276" . . "Probl\u00E9my lomov\u00E9 mechaniky V" . . . . "slabs; FEM; crack band model; cracks"@en . "P(GP103/03/P055)" . . . "\u00DAskal\u00ED pou\u017Eit\u00ED modelu p\u00E1su trhlin p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek"@cs . "Model p\u00E1su trhlin je pom\u011Brn\u011B jednoduch\u00E1 \u00FAprava kterou je mo\u017Eno pou\u017E\u00EDt p\u0159i fyzik\u00E1ln\u011B neline\u00E1rn\u00ED anal\u00FDze betonov\u00FDch a \u017Eelezobetonov\u00FDch konstrukc\u00ED a \u0159e\u0161it tak z\u00E1vislost v\u00FDsledk\u016F na s\u00EDti kone\u010Dn\u00FDch prvk\u016F. V tomto p\u0159\u00EDsp\u011Bvku jsou diskutov\u00E1ny n\u011Bkter\u00E9 v\u00FDsledky z\u00EDskan\u00E9 pou\u017Eit\u00EDm modelu p\u00E1su trhlin p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek."@cs . . "\u00DAskal\u00ED pou\u017Eit\u00ED modelu p\u00E1su trhlin p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek" . . . "The Problem of Application Crack Band Model for Reinforced Slabs Analysis"@en . . "7-12" . "548219" . "26110" . "Neuveden" . "Model p\u00E1su trhlin je pom\u011Brn\u011B jednoduch\u00E1 \u00FAprava kterou je mo\u017Eno pou\u017E\u00EDt p\u0159i fyzik\u00E1ln\u011B neline\u00E1rn\u00ED anal\u00FDze betonov\u00FDch a \u017Eelezobetonov\u00FDch konstrukc\u00ED a \u0159e\u0161it tak z\u00E1vislost v\u00FDsledk\u016F na s\u00EDti kone\u010Dn\u00FDch prvk\u016F. V tomto p\u0159\u00EDsp\u011Bvku jsou diskutov\u00E1ny n\u011Bkter\u00E9 v\u00FDsledky z\u00EDskan\u00E9 pou\u017Eit\u00EDm modelu p\u00E1su trhlin p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek." . "Brno" . "Brno" . "80-214-2854-6" . "2"^^ . . "[F5441C38E0B7]" . . . "2"^^ . . .