"2"^^ . "The Possibility of Analysis of Reinforced concrete Slabs with Respect to Damage Localization"@en . "6"^^ . . "26110" . . "slabs, FEM, nonlocal model, cracks, boundary conditions"@en . "12. Beton\u00E1\u0159sk\u00E9 dny 2005" . . "Mo\u017Enosti anal\u00FDzy \u017Eelezobetonov\u00FDch desek s p\u0159ihl\u00E9dnut\u00EDm k lokalizaci po\u0161kozen\u00ED" . "The Possibility of Analysis of Reinforced concrete Slabs with Respect to Damage Localization"@en . "P(GP103/03/P055)" . . "[6E684D2DF2CB]" . "RIV/00216305:26110/05:PU55267!RIV06-GA0-26110___" . . . "Hradec Kr\u00E1lov\u00E9" . "Mo\u017Enosti anal\u00FDzy \u017Eelezobetonov\u00FDch desek s p\u0159ihl\u00E9dnut\u00EDm k lokalizaci po\u0161kozen\u00ED" . "\u010CBS" . "Hradec Kr\u00E1lov\u00E9" . . . "Mo\u017Enosti anal\u00FDzy \u017Eelezobetonov\u00FDch desek s p\u0159ihl\u00E9dnut\u00EDm k lokalizaci po\u0161kozen\u00ED"@cs . "467-472" . "Brde\u010Dko, Lud\u011Bk" . . . . . . "80-903502-2-4" . "Pokud n\u00E1s p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek zaj\u00EDm\u00E1 pouze posouzen\u00ED obou mezn\u00EDch stav\u016F, m\u016F\u017Ee n\u00E1m poslou\u017Eit line\u00E1rn\u00ED \u0159e\u0161en\u00ED vnit\u0159n\u00EDch sil v kombinaci s neline\u00E1rn\u00EDm \u0159e\u0161en\u00EDm pr\u016F\u0159ezu. Jsou v\u0161ak p\u0159\u00EDpady, kdy je t\u0159eba sledovat redistribuci vnit\u0159n\u00EDch sil po plo\u0161e desky nebo stanovit charakter poruchy a mezn\u00ED zat\u00ED\u017Een\u00ED desky jako celku. V tomto p\u0159\u00EDpad\u011B je ji\u017E t\u0159eba s\u00E1hnout po fyzik\u00E1ln\u011B neline\u00E1rn\u00EDm v\u00FDpo\u010Dtu desky, kter\u00FD zahrnuje neline\u00E1rn\u00ED model v\u00FDztu\u017Ee a betonu v\u010Detn\u011B trhlin. P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 charakteristikoutakov\u00E9ho modelu a n\u011Bkter\u00FDmi jeho aspekty." . . "531335" . "For common cases of evaluation of load-carrying capacity and service ability of reinforced concrete slabs linear solution of internal forces and nonlinear solution of stresses in cross section of structure is sufficient. In cases where the redistribution of internal forces and specification of failure are demanded the solution with nonlinear model of steel and concrete with cracks is necessary. The paper describe finite element model for such solution and some its aspects."@en . "2005-11-30+01:00"^^ . . "2"^^ . . . "Z\u00EDdek, Rostislav" . "Pokud n\u00E1s p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek zaj\u00EDm\u00E1 pouze posouzen\u00ED obou mezn\u00EDch stav\u016F, m\u016F\u017Ee n\u00E1m poslou\u017Eit line\u00E1rn\u00ED \u0159e\u0161en\u00ED vnit\u0159n\u00EDch sil v kombinaci s neline\u00E1rn\u00EDm \u0159e\u0161en\u00EDm pr\u016F\u0159ezu. Jsou v\u0161ak p\u0159\u00EDpady, kdy je t\u0159eba sledovat redistribuci vnit\u0159n\u00EDch sil po plo\u0161e desky nebo stanovit charakter poruchy a mezn\u00ED zat\u00ED\u017Een\u00ED desky jako celku. V tomto p\u0159\u00EDpad\u011B je ji\u017E t\u0159eba s\u00E1hnout po fyzik\u00E1ln\u011B neline\u00E1rn\u00EDm v\u00FDpo\u010Dtu desky, kter\u00FD zahrnuje neline\u00E1rn\u00ED model v\u00FDztu\u017Ee a betonu v\u010Detn\u011B trhlin. P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 charakteristikoutakov\u00E9ho modelu a n\u011Bkter\u00FDmi jeho aspekty."@cs . "Mo\u017Enosti anal\u00FDzy \u017Eelezobetonov\u00FDch desek s p\u0159ihl\u00E9dnut\u00EDm k lokalizaci po\u0161kozen\u00ED"@cs . . . "RIV/00216305:26110/05:PU55267" .