. "S kompozitn\u00EDmi d\u0159evobetonov\u00FDmi stropy se setk\u00E1v\u00E1me jak v oblast\u00ED novostaveb, tak u rekonstrukc\u00ED, zejm\u00E9na p\u0159i sanac\u00EDch st\u00E1vaj\u00EDc\u00EDch d\u0159ev\u011Bn\u00FDch strop\u016F prost\u0159ednictv\u00EDm sp\u0159a\u017Een\u00ED s nadbetonovanou deskou. \u010Cl\u00E1nek prezentuje v\u00FDsledky experimet\u016F prov\u00E1d\u011Bn\u00FDch na modelech tr\u00E1mov\u00FDch strop\u016F. U model\u016F strop\u016F sp\u0159a\u017Een\u00FDch byl pou\u017Eit lehk\u00FD beton. D\u0159evobetonov\u00E1 konstrukce byla podrobena zat\u011B\u017Eovac\u00ED zkou\u0161ce na \u010Dty\u0159bodov\u00FD ohyb a v\u00FDsledky byly porovn\u00E1ny s chov\u00E1n\u00EDm modelu stropu bez zes\u00EDlen\u00ED a tak\u00E9 s v\u00FDsledky v\u00FDpo\u010Dtu. V pr\u016Fb\u011Bhu prov\u00E1d\u011Bn\u00ED zesilov\u00E1n\u00ED byla d\u00E1le sledov\u00E1na zm\u011Bna vlhkostn\u00EDch pom\u011Br\u016F v d\u0159ev\u011Bn\u00E9 \u010D\u00E1sti konstrukce a pr\u016Fb\u011Bh deformace nosn\u00FDch tr\u00E1m\u016F. Z\u00E1v\u011Bry experimentu potvrdily zv\u00FD\u0161en\u00ED \u00FAnosnosti a tuhosti d\u0159ev\u011Bn\u00E9ho stropu metodou dodate\u010Dn\u00E9ho sp\u0159a\u017Een\u00ED a tak\u00E9 vhodnost pou\u017Eit\u00ED lehk\u00E9ho betonu pro dan\u00FD typ konstrukc\u00ED."@en . . . "Analysis of composite wood concrete joist ceilings behavior with use of lightweight concrete"@en . "RIV/00216305:26110/06:PU66625!RIV07-MSM-26110___" . . "Anal\u00FDza chov\u00E1n\u00ED d\u0159evobetonov\u00E9hov\u00E9ho stropu s aplikac\u00ED lehk\u00E9ho betonu"@cs . "Ko\u0161ice" . . . "ceiling, lightweight concrete"@en . . "[4AEE70C1C834]" . "Pexov\u00E1, Jana" . . "2006-11-29+01:00"^^ . "We meet with composite wood concrete constructions by new buildings and by reconstructions especially at sanitations of existing joist ceilings through interlocking with additional concrete slab. The paper presents results of executed experiments on the models of joist ceilings. Lightweight concrete was used for the models of composite construction. Wood concrete construction was remitend to load test for four-point deflection and results were comparated with behavior of free-standing roof model and also with calculation results. Within intensification executing was a change of the moisture regime in wood part of construction and deformation process of supporting balk monitored too."@cs . "CPRESS, Ko\u0161ice" . "\u0160trbsk\u00E9 pleso" . "\u0160uhajda, Karel" . "Novotn\u00FD, Miloslav" . . . "Analysis of composite wood concrete joist ceilings behavior with use of lightweight concrete" . "1-6" . "6"^^ . "464896" . . "80-8073-678-2" . . "Analysis of composite wood concrete joist ceilings behavior with use of lightweight concrete"@en . "RIV/00216305:26110/06:PU66625" . "Analysis of composite wood concrete joist ceilings behavior with use of lightweight concrete" . "Anal\u00FDza chov\u00E1n\u00ED d\u0159evobetonov\u00E9hov\u00E9ho stropu s aplikac\u00ED lehk\u00E9ho betonu"@cs . . . "S kompozitn\u00EDmi d\u0159evobetonov\u00FDmi stropy se setk\u00E1v\u00E1me jak v oblast\u00ED novostaveb, tak u rekonstrukc\u00ED, zejm\u00E9na p\u0159i sanac\u00EDch st\u00E1vaj\u00EDc\u00EDch d\u0159ev\u011Bn\u00FDch strop\u016F prost\u0159ednictv\u00EDm sp\u0159a\u017Een\u00ED s nadbetonovanou deskou. \u010Cl\u00E1nek prezentuje v\u00FDsledky experimet\u016F prov\u00E1d\u011Bn\u00FDch na modelech tr\u00E1mov\u00FDch strop\u016F. U model\u016F strop\u016F sp\u0159a\u017Een\u00FDch byl pou\u017Eit lehk\u00FD beton. D\u0159evobetonov\u00E1 konstrukce byla podrobena zat\u011B\u017Eovac\u00ED zkou\u0161ce na \u010Dty\u0159bodov\u00FD ohyb a v\u00FDsledky byly porovn\u00E1ny s chov\u00E1n\u00EDm modelu stropu bez zes\u00EDlen\u00ED a tak\u00E9 s v\u00FDsledky v\u00FDpo\u010Dtu. V pr\u016Fb\u011Bhu prov\u00E1d\u011Bn\u00ED zesilov\u00E1n\u00ED byla d\u00E1le sledov\u00E1na zm\u011Bna vlhkostn\u00EDch pom\u011Br\u016F v d\u0159ev\u011Bn\u00E9 \u010D\u00E1sti konstrukce a pr\u016Fb\u011Bh deformace nosn\u00FDch tr\u00E1m\u016F. Z\u00E1v\u011Bry experimentu potvrdily zv\u00FD\u0161en\u00ED \u00FAnosnosti a tuhosti d\u0159ev\u011Bn\u00E9ho stropu metodou dodate\u010Dn\u00E9ho sp\u0159a\u017Een\u00ED a tak\u00E9 vhodnost pou\u017Eit\u00ED lehk\u00E9ho betonu pro dan\u00FD typ konstrukc\u00ED." . . "26110" . "3"^^ . "Z(MSM0021630511)" . "CD Zborn\u00EDk prispevkov" . "3"^^ . . .