. "[01F185C95BD9]" . . "V, Z(MSM 261100007)" . "Pr\u00E1ce zahrnuj\u00EDc\u00ED problematiku anal\u00FDzy d\u0159ev\u011Bn\u00FDch nosn\u00FDch syst\u00E9m\u016F byly zapo\u010Daty v roce 1994 se zam\u011B\u0159en\u00EDm zejm\u00E9na na konstrukce se spoji typu d\u0159evo-ocel, \u0159e\u0161en\u00FDmi pomoc\u00ED ocelov\u00FDch plech\u016F vkl\u00E1dan\u00FDch do v\u00FD\u0159ez\u016F ve d\u0159ev\u011Bn\u00FDch profilech. Prvn\u00ED konstrukce tohoto typu byly realizov\u00E1ny v obdob\u00ED 1997 a\u017E 1998. Dal\u0161\u00ED konstrukce pak v obdob\u00ED 2000 a\u017E 2002. Pro z\u00EDsk\u00E1n\u00ED objektivn\u011Bj\u0161\u00EDch poznatk\u016F o skute\u010Dn\u00E9m chov\u00E1n\u00ED d\u0159ev\u011Bn\u00FDch konstrukc\u00ED v re\u00E1ln\u00FDch podm\u00EDnk\u00E1ch jsou d\u016Fle\u017Eit\u00E9 hodnoty p\u0159etvo\u0159en\u00ED stanoven\u00E9 m\u011B\u0159en\u00EDm geodetick\u00FDmi metodami v r\u016Fzn\u00FDch f\u00E1z\u00EDch p\u016Fsoben\u00ED konstrukc\u00ED. Z\u00E1sadn\u00ED v\u00FDznam pro anal\u00FDzu a navrhov\u00E1n\u00ED d\u0159ev\u011Bn\u00FDch konstrukc\u00ED uveden\u00E9ho typu maj\u00ED zejm\u00E9na poznatky t\u00FDkaj\u00EDc\u00ED se vlivu poddajnosti mechanick\u00FDch spoj\u016F na \u00FAnosnost a p\u0159etvo\u0159en\u00ED soustav, iniciace a \u0161\u00ED\u0159en\u00ED trhlin ve d\u0159ev\u011Bn\u00FDch prvc\u00EDch ve f\u00E1zi v\u00FDroby konstrukce, jej\u00ED mont\u00E1\u017Ee a v provozn\u00EDm stadiu a vlivu dlouhodob\u00E9ho p\u016Fsoben\u00ED zat\u011B\u017Eovac\u00EDch \u00FA\u010Dink\u016F v ko" . . . "Z\u00E1v\u011Bry z v\u00FDvoje nov\u00FDch typ\u016F d\u0159ev\u011Bn\u00FDch nosn\u00FDch soustav"@cs . "2004-10-28+02:00"^^ . . "RIV/00216305:26110/04:PU44919" . "Pr\u00E1ce zahrnuj\u00EDc\u00ED problematiku anal\u00FDzy d\u0159ev\u011Bn\u00FDch nosn\u00FDch syst\u00E9m\u016F byly zapo\u010Daty v roce 1994 se zam\u011B\u0159en\u00EDm zejm\u00E9na na konstrukce se spoji typu d\u0159evo-ocel, \u0159e\u0161en\u00FDmi pomoc\u00ED ocelov\u00FDch plech\u016F vkl\u00E1dan\u00FDch do v\u00FD\u0159ez\u016F ve d\u0159ev\u011Bn\u00FDch profilech. Prvn\u00ED konstrukce tohoto typu byly realizov\u00E1ny v obdob\u00ED 1997 a\u017E 1998. Dal\u0161\u00ED konstrukce pak v obdob\u00ED 2000 a\u017E 2002. Pro z\u00EDsk\u00E1n\u00ED objektivn\u011Bj\u0161\u00EDch poznatk\u016F o skute\u010Dn\u00E9m chov\u00E1n\u00ED d\u0159ev\u011Bn\u00FDch konstrukc\u00ED v re\u00E1ln\u00FDch podm\u00EDnk\u00E1ch jsou d\u016Fle\u017Eit\u00E9 hodnoty p\u0159etvo\u0159en\u00ED stanoven\u00E9 m\u011B\u0159en\u00EDm geodetick\u00FDmi metodami v r\u016Fzn\u00FDch f\u00E1z\u00EDch p\u016Fsoben\u00ED konstrukc\u00ED. Z\u00E1sadn\u00ED v\u00FDznam pro anal\u00FDzu a navrhov\u00E1n\u00ED d\u0159ev\u011Bn\u00FDch konstrukc\u00ED uveden\u00E9ho typu maj\u00ED zejm\u00E9na poznatky t\u00FDkaj\u00EDc\u00ED se vlivu poddajnosti mechanick\u00FDch spoj\u016F na \u00FAnosnost a p\u0159etvo\u0159en\u00ED soustav, iniciace a \u0161\u00ED\u0159en\u00ED trhlin ve d\u0159ev\u011Bn\u00FDch prvc\u00EDch ve f\u00E1zi v\u00FDroby konstrukce, jej\u00ED mont\u00E1\u017Ee a v provozn\u00EDm stadiu a vlivu dlouhodob\u00E9ho p\u016Fsoben\u00ED zat\u011B\u017Eovac\u00EDch \u00FA\u010Dink\u016F v ko"@cs . . "Z\u00E1v\u011Bry z v\u00FDvoje nov\u00FDch typ\u016F d\u0159ev\u011Bn\u00FDch nosn\u00FDch soustav" . "Bratislava" . "Slovensk\u00E1 technick\u00E1 univerzita v Bratislave. Vydavate\u013Estvo STU" . "Z\u00E1v\u011Bry z v\u00FDvoje nov\u00FDch typ\u016F d\u0159ev\u011Bn\u00FDch nosn\u00FDch soustav"@cs . . . . . . "Conclusions of the development of innovative timber load-bearing structures"@en . "10"^^ . "Straka, Bohumil" . "VI. Symp\u00F3zium so zahr. \u00FA\u010Das\u0165ou-Drevo v stavebn\u00FDch kon\u0161trukci\u00E1ch" . . . . "steel-to-timber connection, spatial structure, truss, experimental test, geometrical methods"@en . "80-227-2138-7" . . "26110" . . "595739" . "Ko\u010Dovce" . . "1"^^ . "1"^^ . "Conclusions of the development of innovative timber load-bearing structures"@en . "The paper is focused on the advantageous methods, which were used for analysing steel-to-timber connections on the basis of slotted-in plates. The paper summarises experience and conclusions from the experimental tests and real behaviour of timber systems with steel-to-timber connections. The paper also includes conclusions from evaluation of results obtained from long-term measuring of innovative types of timber structures. Based on the results of measurements of vertical and horizontal deformation components it is possible to analyze the real behaviour of structures in given conditions."@en . . "Z\u00E1v\u011Bry z v\u00FDvoje nov\u00FDch typ\u016F d\u0159ev\u011Bn\u00FDch nosn\u00FDch soustav" . "RIV/00216305:26110/04:PU44919!RIV11-MSM-26110___" . .