"The experimental analysis of steel beam with a face plate connection on a reiforcement concrete column"@en . "The experimental analysis of steel beam with a face plate connection on a reiforcement concrete column"@en . . "6"^^ . "P(GA103/05/0085)" . . "26110" . . . "Experiment\u00E1ln\u00ED anal\u00FDza p\u016Fsoben\u00ED p\u0159\u00EDpoje ocelov\u00E9ho nosn\u00EDku s \u010Deln\u00ED deskou na \u017Eelezobetonov\u00FD sloup"@cs . "2"^^ . "steel beam, reinforcement concrete column, chemical anchor, face plate"@en . "Experiment\u00E1ln\u00ED anal\u00FDza p\u016Fsoben\u00ED p\u0159\u00EDpoje ocelov\u00E9ho nosn\u00EDku s \u010Deln\u00ED deskou na \u017Eelezobetonov\u00FD sloup"@cs . . . "The object and aim of the proposed work is the analysis of the behaviour the conection a steel beam with a face plate on a reiforcement concrete column. Junctions can be classified according their bending stiffness into three types - hinge junctions, semi-stiff junctions and stiff junctions. For some selected junctions numerical model will be developed in software ATENA. Behaviour of the real model will be study in experiment.Experimentally obtained values will be compared with results retrieved by Atena program. Based upon these results formulas for elementary load types will be expressed."@en . "2"^^ . . . . . "V dne\u0161n\u00ED dob\u011B zn\u00E1me a pou\u017E\u00EDv\u00E1me p\u0159i realizaci stavebn\u00EDch objekt\u016F mnoho ji\u017E tradi\u010Dn\u00EDch materi\u00E1l\u016F jako je d\u0159evo, ocel, beton, \u017Eelezobeton atd. Dobr\u00E1 znalost vlastnost\u00ED t\u011Bchto materi\u00E1l\u016F otv\u00EDr\u00E1 dal\u0161\u00ED mo\u017Enosti jejich vyu\u017Eit\u00ED a vz\u00E1jemn\u00E9ho kombinov\u00E1n\u00ED. Jedna z mo\u017En\u00FDch kombinac\u00ED je vyu\u017Eit\u00ED ocelov\u00FDch a \u017Eelezobetonov\u00FDch nosn\u00FDch prvk\u016F, nap\u0159. ocelov\u00FDch nosn\u00EDk\u016F a \u017Eelezobetonov\u00FDch sloup\u016F. A to jak pro nov\u00E9 konstrukce tak p\u0159i rekonstrukc\u00EDch. K p\u0159ipojen\u00ED takov\u00E9ho ocelov\u00E9ho nosn\u00EDku na \u017DB sloup lze vyu\u017E\u00EDt zn\u00E1m\u00FDch typ\u016F spoj\u016F z ocelov\u00FDch konstrukc\u00ED, modifikovan\u00FDch na kombinaci nov\u00FDch materi\u00E1l\u016F."@cs . "V dne\u0161n\u00ED dob\u011B zn\u00E1me a pou\u017E\u00EDv\u00E1me p\u0159i realizaci stavebn\u00EDch objekt\u016F mnoho ji\u017E tradi\u010Dn\u00EDch materi\u00E1l\u016F jako je d\u0159evo, ocel, beton, \u017Eelezobeton atd. Dobr\u00E1 znalost vlastnost\u00ED t\u011Bchto materi\u00E1l\u016F otv\u00EDr\u00E1 dal\u0161\u00ED mo\u017Enosti jejich vyu\u017Eit\u00ED a vz\u00E1jemn\u00E9ho kombinov\u00E1n\u00ED. Jedna z mo\u017En\u00FDch kombinac\u00ED je vyu\u017Eit\u00ED ocelov\u00FDch a \u017Eelezobetonov\u00FDch nosn\u00FDch prvk\u016F, nap\u0159. ocelov\u00FDch nosn\u00EDk\u016F a \u017Eelezobetonov\u00FDch sloup\u016F. A to jak pro nov\u00E9 konstrukce tak p\u0159i rekonstrukc\u00EDch. K p\u0159ipojen\u00ED takov\u00E9ho ocelov\u00E9ho nosn\u00EDku na \u017DB sloup lze vyu\u017E\u00EDt zn\u00E1m\u00FDch typ\u016F spoj\u016F z ocelov\u00FDch konstrukc\u00ED, modifikovan\u00FDch na kombinaci nov\u00FDch materi\u00E1l\u016F." . . . "978-80-02-01971-8" . "2007-10-24+02:00"^^ . . . "V\u011Bdeckotechnick\u00E1 spole\u010Dnost pro sanace staveb a p\u00E9\u010Di o pam\u00E1tky - WTA CZ" . "Experiment\u00E1ln\u00ED anal\u00FDza p\u016Fsoben\u00ED p\u0159\u00EDpoje ocelov\u00E9ho nosn\u00EDku s \u010Deln\u00ED deskou na \u017Eelezobetonov\u00FD sloup" . "Dan\u011Bk, Petr" . "Experiment\u00E1ln\u00ED anal\u00FDza p\u016Fsoben\u00ED p\u0159\u00EDpoje ocelov\u00E9ho nosn\u00EDku s \u010Deln\u00ED deskou na \u017Eelezobetonov\u00FD sloup" . "[62804EDE2D41]" . "RIV/00216305:26110/07:PU72322" . . "258-263" . . . "421230" . "\u0158epa, \u0160t\u011Bp\u00E1n" . "Ostrava" . "Sborn\u00EDk odborn\u00FDch p\u0159\u00EDsp\u011Bvk\u016F 9. konference WTA CZ Sanace a rekonstrukce staveb 2007" . . "RIV/00216305:26110/07:PU72322!RIV08-GA0-26110___" . "Ostrava" .