. "Brno" . "segmental bridge, composite deck slab, prestressing, model, loading tests"@en . . . . "Zkou\u0161ka modelu segmentov\u00E9ho mostu se sp\u0159a\u017Eenou mostovkou" . "Brno" . . "The design and construction of the model of the segmental bridge structure that is post-tensioned both by internal bonded tendons and external non-bonded tendons is described in the terms of the static and structural solution and technology of the production and erection. The aim of the test is to verify the behaviour of the structure for the service and ultimate load. The model of the structure, which is formed by a continuous beam of two spans, was derived from the already built segmental bridge across the Mikulas Street in Plzen."@cs . "596000" . "Model test of segmental bridge with composite deck slab"@en . . . "Zkou\u0161ka modelu segmentov\u00E9ho mostu se sp\u0159a\u017Eenou mostovkou"@cs . "Zkou\u0161ka modelu segmentov\u00E9ho mostu se sp\u0159a\u017Eenou mostovkou" . . . . "RIV/00216305:26110/04:PU46917" . "The design and construction of the model of the segmental bridge structure that is post-tensioned both by internal bonded tendons and external non-bonded tendons is described in the terms of the static and structural solution and technology of the production and erection. The aim of the test is to verify the behaviour of the structure for the service and ultimate load. The model of the structure, which is formed by a continuous beam of two spans, was derived from the already built segmental bridge across the Mikulas Street in Plzen." . "RIV/00216305:26110/04:PU46917!RIV11-MSM-26110___" . . "80-7204-354-4" . "26110" . . "V, Z(MSM 261100007)" . . "2004-10-14+02:00"^^ . . . "Model test of segmental bridge with composite deck slab"@en . "6"^^ . "2"^^ . . "Akademick\u00E9 nakladatelstv\u00ED CERM" . . "Zkou\u0161ka modelu segmentov\u00E9ho mostu se sp\u0159a\u017Eenou mostovkou"@cs . "[D4917EF74E9F]" . "2"^^ . "Sborn\u00EDk z konference Experimet 2004" . . "Str\u00E1sk\u00FD, Ji\u0159\u00ED" . "The design and construction of the model of the segmental bridge structure that is post-tensioned both by internal bonded tendons and external non-bonded tendons is described in the terms of the static and structural solution and technology of the production and erection. The aim of the test is to verify the behaviour of the structure for the service and ultimate load. The model of the structure, which is formed by a continuous beam of two spans, was derived from the already built segmental bridge across the Mikulas Street in Plzen."@en . "Ne\u010Das, Radim" . . .