. . . "701202" . . "[DFB6095D4722]" . "bridge; calculation models; computer analysis; dynamic analysis; fault; material properties uncertainly"@en . . . . . "The aim was creating of the calculation model of a 30 m long one-span bridge construction with beams made of pre-stressed concrete and detemination of its response on dynamic and selected static actions. The report also contains calculation analysis of the influence of modelled faults and of material properties uncertainty on bridge response"@en . . . "V\u00FDpo\u010Dtov\u00E1 anal\u00FDza dynamick\u00E9 odezvy mostn\u00ED konstrukce 9-019 na trase M\u011Bln\u00EDk - \u010Cesk\u00E1 L\u00EDpa v\u010Detn\u011B hodnocen\u00ED vlivu poruch, p\u0159\u00EDpadn\u011B nejistot ve stanoven\u00ED materi\u00E1lov\u00FDch vlastnost\u00ED mostn\u00EDch prvk\u016F na velikost odezvy"@cs . "Computer analysis of the bridge No. 9-019 on the road M\u011Bln\u00EDk - \u010Cesk\u00E1 L\u00EDpa including an influence of faults and of material properties uncertainty on bridge response"@en . "RIV/68407700:21610/01:07097106" . . "Makovi\u010Dka, Daniel" . "1"^^ . "RIV/68407700:21610/01:07097106!RIV09-MD0-21610___" . . . . . "V\u00FDpo\u010Dtov\u00E1 anal\u00FDza dynamick\u00E9 odezvy mostn\u00ED konstrukce 9-019 na trase M\u011Bln\u00EDk - \u010Cesk\u00E1 L\u00EDpa v\u010Detn\u011B hodnocen\u00ED vlivu poruch, p\u0159\u00EDpadn\u011B nejistot ve stanoven\u00ED materi\u00E1lov\u00FDch vlastnost\u00ED mostn\u00EDch prvk\u016F na velikost odezvy" . . "P(CE803120112)" . "21610" . "Computer analysis of the bridge No. 9-019 on the road M\u011Bln\u00EDk - \u010Cesk\u00E1 L\u00EDpa including an influence of faults and of material properties uncertainty on bridge response"@en . "Makovi\u010Dka, D. jr." . . "C\u00EDlem \u0159e\u0161en\u00ED bylo vytvo\u0159en\u00ED v\u00FDpo\u010Dtov\u00E9ho modelu mostn\u00ED konstrukce dlouh\u00E9ho \u017Eelezobetonov\u00E9ho p\u0159edpjat\u00E9ho mostu a stanoven\u00ED jeho odezvy na dynamick\u00E1 a vybran\u00E1 statick\u00E1 zat\u00ED\u017Een\u00ED. Zpr\u00E1va tak\u00E9 obsahuje vypo\u010Dtovou anal\u00FDzu vlivu rozptylu materi\u00E1lov\u00FDch vlastnost\u00ED a modelovan\u00FDch poruch na odezvu mostu."@cs . "C\u00EDlem \u0159e\u0161en\u00ED bylo vytvo\u0159en\u00ED v\u00FDpo\u010Dtov\u00E9ho modelu mostn\u00ED konstrukce dlouh\u00E9ho \u017Eelezobetonov\u00E9ho p\u0159edpjat\u00E9ho mostu a stanoven\u00ED jeho odezvy na dynamick\u00E1 a vybran\u00E1 statick\u00E1 zat\u00ED\u017Een\u00ED. Zpr\u00E1va tak\u00E9 obsahuje vypo\u010Dtovou anal\u00FDzu vlivu rozptylu materi\u00E1lov\u00FDch vlastnost\u00ED a modelovan\u00FDch poruch na odezvu mostu." . "V\u00FDpo\u010Dtov\u00E1 anal\u00FDza dynamick\u00E9 odezvy mostn\u00ED konstrukce 9-019 na trase M\u011Bln\u00EDk - \u010Cesk\u00E1 L\u00EDpa v\u010Detn\u011B hodnocen\u00ED vlivu poruch, p\u0159\u00EDpadn\u011B nejistot ve stanoven\u00ED materi\u00E1lov\u00FDch vlastnost\u00ED mostn\u00EDch prvk\u016F na velikost odezvy" . . "V\u00FDpo\u010Dtov\u00E1 anal\u00FDza dynamick\u00E9 odezvy mostn\u00ED konstrukce 9-019 na trase M\u011Bln\u00EDk - \u010Cesk\u00E1 L\u00EDpa v\u010Detn\u011B hodnocen\u00ED vlivu poruch, p\u0159\u00EDpadn\u011B nejistot ve stanoven\u00ED materi\u00E1lov\u00FDch vlastnost\u00ED mostn\u00EDch prvk\u016F na velikost odezvy"@cs . "2"^^ .