"Composite Steel and Concrete Truss Girder"@en . . "\u010Cudejko, Martin" . "1"^^ . "Autor \u010Dl\u00E1nku se zab\u00FDv\u00E1 rozborem poznatk\u016F v oblasti sp\u0159a\u017Een\u00FDch ocelobetonov\u00FDch p\u0159\u00EDhradov\u00FDch nosn\u00EDk\u016F, u kter\u00FDch doch\u00E1z\u00ED k lok\u00E1ln\u00EDm \u00FA\u010Dink\u016Fm soust\u0159ed\u011Bn\u00E9 pod\u00E9ln\u00E9 smykov\u00E9 s\u00EDly."@cs . "Sp\u0159a\u017Een\u00FD ocelobetonov\u00FD p\u0159\u00EDhradov\u00FD nosn\u00EDk"@cs . "80-01-03280-9" . "Sp\u0159a\u017Een\u00FD ocelobetonov\u00FD p\u0159\u00EDhradov\u00FD nosn\u00EDk"@cs . . . "2005-09-22+02:00"^^ . . "Sp\u0159a\u017Een\u00FD ocelobetonov\u00FD p\u0159\u00EDhradov\u00FD nosn\u00EDk" . "544098" . . "Praha" . "Sp\u0159a\u017Een\u00FD ocelobetonov\u00FD p\u0159\u00EDhradov\u00FD nosn\u00EDk" . "Praha" . . . . "Composite steel; Concrete structure; Local effect; Longitudinal shear force; Shear capacity; Shear distribution"@en . "Composite truss girders are frequently used as structural members for long span floors, roofs and bridges. Due to concetrated transfer of shear forces from truss joints to concrete deck via shear connectors the longitudinal shear is highly non-uniform."@en . . "Z(MSM6840770001)" . "2"^^ . . . . . "RIV/68407700:21110/05:01114324" . . . "21110" . "Composite Steel and Concrete Truss Girder"@en . . "1"^^ . . "Sborn\u00EDk semin\u00E1\u0159e doktorand\u016F katedry ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . "Autor \u010Dl\u00E1nku se zab\u00FDv\u00E1 rozborem poznatk\u016F v oblasti sp\u0159a\u017Een\u00FDch ocelobetonov\u00FDch p\u0159\u00EDhradov\u00FDch nosn\u00EDk\u016F, u kter\u00FDch doch\u00E1z\u00ED k lok\u00E1ln\u00EDm \u00FA\u010Dink\u016Fm soust\u0159ed\u011Bn\u00E9 pod\u00E9ln\u00E9 smykov\u00E9 s\u00EDly." . "12 ; 13" . . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Fakulta stavebn\u00ED. Katedra ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . . "RIV/68407700:21110/05:01114324!RIV06-MSM-21110___" . "[1D33F2E10E89]" .