"Lokaj, Anton\u00EDn" . "LABORATORN\u00CD TESTOV\u00C1N\u00CD \u00DANOSNOSTI MECHANICK\u00C9HO SP\u0158A\u017DEN\u00CD D\u0158EVOBETONOV\u00C9HO NOSN\u00CDKU"@cs . . "LABORATORN\u00CD TESTOV\u00C1N\u00CD \u00DANOSNOSTI MECHANICK\u00C9HO SP\u0158A\u017DEN\u00CD D\u0158EVOBETONOV\u00C9HO NOSN\u00CDKU"@cs . "D\u0159evostavby 2013 : Volyn\u011B, 27. - 28. 3. 2013" . . "LABORATORY TESTING OF LOADBEARING CAPACITY OF TIMBER-CONCRETE JOINT"@en . . . . . . "3"^^ . "27120" . "Fojt\u00EDk, Roman" . "3"^^ . "2013-03-27+01:00"^^ . . . . "Volyn\u011B" . "[2AF074E9F768]" . "S" . "Volyn\u011B" . "Dne\u0161n\u00ED d\u0159evobetonov\u00E9 kompozitn\u00ED konstrukce jsou, pro spojen\u00ED dobr\u00FDch vlastnost\u00ED obou materi\u00E1l\u016F, vhodn\u00FDm \u0159e\u0161en\u00EDm pro novostavby i rekonstrukce stropn\u00EDch konstrukc\u00ED obytn\u00FDch, \u010Di ob\u010Dansk\u00FDch budov. V odborn\u00E9 literatu\u0159e se objevuje mnoho zp\u016Fsob\u016F, jak spojen\u00ED (sp\u0159a\u017Een\u00ED) d\u0159ev\u011Bn\u00E9ho tr\u00E1mu a betonov\u00E9 desky prov\u00E9st. Zp\u016Fsoby sp\u0159a\u017Een\u00ED jsou st\u00E1le v\u00EDce sofistikovan\u00E9, co\u017E s sebou nese i v\u011Bt\u0161\u00ED n\u00E1roky na kontrolu prov\u00E1d\u011Bn\u00ED a technologick\u00FD postup. C\u00EDlem t\u00E9to pr\u00E1ce bylo navrhnout technologicky nen\u00E1ro\u010Dn\u00FD zp\u016Fsob sp\u0159a\u017Een\u00ED, otestovat jeho \u00FAnosnost a porovnat v\u00FDsledky s jin\u00FDm obdobn\u00FDm syst\u00E9mem sp\u0159a\u017Een\u00ED." . "84153" . "Agel, Petr" . . . "Today's timber-ncrete composite structures are, for the connection of good properties of both materials, a suitable solution for new construction and renovation of residential floor structures, and civic buildings. In the specialized literature there are many ways to link (coupling) wooden beam and concrete slab perform. Methods affinity is increasingly sophisticated, which entails greater demands on monitoring the implementation of a technological process. The aim of this work was to design a low-tech method of coupling, to test its resistance and to compare the results with another similar system coupling."@en . "Vy\u0161\u0161\u00ED odborn\u00E1 \u0161kola a St\u0159edn\u00ED pr\u016Fmyslov\u00E1 \u0161kola" . . . . "4"^^ . "LABORATORY TESTING OF LOADBEARING CAPACITY OF TIMBER-CONCRETE JOINT"@en . "978-80-86837-51-2" . "LABORATORN\u00CD TESTOV\u00C1N\u00CD \u00DANOSNOSTI MECHANICK\u00C9HO SP\u0158A\u017DEN\u00CD D\u0158EVOBETONOV\u00C9HO NOSN\u00CDKU" . . . "LABORATORN\u00CD TESTOV\u00C1N\u00CD \u00DANOSNOSTI MECHANICK\u00C9HO SP\u0158A\u017DEN\u00CD D\u0158EVOBETONOV\u00C9HO NOSN\u00CDKU" . . . . "Dne\u0161n\u00ED d\u0159evobetonov\u00E9 kompozitn\u00ED konstrukce jsou, pro spojen\u00ED dobr\u00FDch vlastnost\u00ED obou materi\u00E1l\u016F, vhodn\u00FDm \u0159e\u0161en\u00EDm pro novostavby i rekonstrukce stropn\u00EDch konstrukc\u00ED obytn\u00FDch, \u010Di ob\u010Dansk\u00FDch budov. V odborn\u00E9 literatu\u0159e se objevuje mnoho zp\u016Fsob\u016F, jak spojen\u00ED (sp\u0159a\u017Een\u00ED) d\u0159ev\u011Bn\u00E9ho tr\u00E1mu a betonov\u00E9 desky prov\u00E9st. Zp\u016Fsoby sp\u0159a\u017Een\u00ED jsou st\u00E1le v\u00EDce sofistikovan\u00E9, co\u017E s sebou nese i v\u011Bt\u0161\u00ED n\u00E1roky na kontrolu prov\u00E1d\u011Bn\u00ED a technologick\u00FD postup. C\u00EDlem t\u00E9to pr\u00E1ce bylo navrhnout technologicky nen\u00E1ro\u010Dn\u00FD zp\u016Fsob sp\u0159a\u017Een\u00ED, otestovat jeho \u00FAnosnost a porovnat v\u00FDsledky s jin\u00FDm obdobn\u00FDm syst\u00E9mem sp\u0159a\u017Een\u00ED."@cs . . "JOINT; TIMBER-CONCRETE; CAPACITY; LOADBEARING; TESTING; LABORATORY"@en . "RIV/61989100:27120/13:86088974!RIV14-MSM-27120___" . "RIV/61989100:27120/13:86088974" .