. . . "1"^^ . . . "1"^^ . . "Hapl, V\u00EDt\u011Bzslav" . "Stability of Frame Structures with Sheeting Interaction"@en . "Praha" . "RIV/68407700:21110/05:01114319!RIV06-MSM-21110___" . "21110" . . . "Praha" . "40 ; 45" . . "RIV/68407700:21110/05:01114319" . . . . "Members of framed steel structure are often subjected to combination of compression axial force and bending moment. Those members are sensitive to imperfections and second order effects. At the first part of this paper summary of steel members buckling check is discussed. Buckling behaviour of slender beam-columns is strongly influenced by presence of thin-walled sheeting that is connected to one flange of beam. Numerical model was developed and calibrated. The impact of lateral elastic member support, provided by sheeting, and the impact of implemented design details on critical load are discussed."@en . "Stabilita r\u00E1mov\u00FDch konstrukc\u00ED v interakci s pl\u00E1\u0161t\u011Bm" . . "2005-09-22+02:00"^^ . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Fakulta stavebn\u00ED. Katedra ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . "6"^^ . . "80-01-03280-9" . . "Stability of Frame Structures with Sheeting Interaction"@en . "Stabilita r\u00E1mov\u00FDch konstrukc\u00ED v interakci s pl\u00E1\u0161t\u011Bm"@cs . . "Prvky ocelov\u00FDch r\u00E1mov\u00FDch konstrukc\u00ED jsou b\u011B\u017En\u011B nam\u00E1han\u00E9 kombinac\u00ED norm\u00E1lov\u00E9 s\u00EDly a ohybov\u00E9ho momentu. Tyto prvky jsou citliv\u00E9 na po\u010D\u00E1te\u010Dn\u00ED imperfekce a na \u00FA\u010Dinky II. \u0159\u00E1du. V prvn\u00ED \u010D\u00E1sti \u010Dl\u00E1nku je proveden stru\u010Dn\u00FD p\u0159ehled metodiky posudku \u0161t\u00EDhl\u00FDch konstrukc\u00ED. Druh\u00E1 \u010D\u00E1st je v\u011Bnov\u00E1na kladn\u00E9mu vlivu spolup\u016Fsob\u00EDc\u00ED konstrukce na \u00FAnosnost konstrukce. Je prezentov\u00E1n numerick\u00FD model, kter\u00FD zohled\u0148uje spolup\u016Fsob\u00EDc\u00ED konstrukci. D\u00E1le jsou prezentov\u00E1ny v\u00FDsledky vze\u0161l\u00E9 z numerick\u00FDch studi\u00ED proveden\u00FDch na tomto modelu." . . "Z(MSM 210000003)" . "Stabilita r\u00E1mov\u00FDch konstrukc\u00ED v interakci s pl\u00E1\u0161t\u011Bm" . "Stabilita r\u00E1mov\u00FDch konstrukc\u00ED v interakci s pl\u00E1\u0161t\u011Bm"@cs . "544202" . "Prvky ocelov\u00FDch r\u00E1mov\u00FDch konstrukc\u00ED jsou b\u011B\u017En\u011B nam\u00E1han\u00E9 kombinac\u00ED norm\u00E1lov\u00E9 s\u00EDly a ohybov\u00E9ho momentu. Tyto prvky jsou citliv\u00E9 na po\u010D\u00E1te\u010Dn\u00ED imperfekce a na \u00FA\u010Dinky II. \u0159\u00E1du. V prvn\u00ED \u010D\u00E1sti \u010Dl\u00E1nku je proveden stru\u010Dn\u00FD p\u0159ehled metodiky posudku \u0161t\u00EDhl\u00FDch konstrukc\u00ED. Druh\u00E1 \u010D\u00E1st je v\u011Bnov\u00E1na kladn\u00E9mu vlivu spolup\u016Fsob\u00EDc\u00ED konstrukce na \u00FAnosnost konstrukce. Je prezentov\u00E1n numerick\u00FD model, kter\u00FD zohled\u0148uje spolup\u016Fsob\u00EDc\u00ED konstrukci. D\u00E1le jsou prezentov\u00E1ny v\u00FDsledky vze\u0161l\u00E9 z numerick\u00FDch studi\u00ED proveden\u00FDch na tomto modelu."@cs . "Beam-column; Sheeting; Spring; Stability; Steel framework"@en . "[E80E8A0908F3]" . . "Sborn\u00EDk semin\u00E1\u0159e doktorand\u016F katedry ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" .