"Zam\u011B\u0159en\u00ED p\u0159etvo\u0159en\u00ED \u017Eelezni\u010Dn\u00EDho mostu v Kl\u00E1\u0161terci nad Oh\u0159\u00ED"@cs . . . . . "978-80-02-02516-0" . "[18DF4F4D3FDC]" . "RIV/68407700:21110/14:00217571!RIV15-MSM-21110___" . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 etapov\u00FDm m\u011B\u0159en\u00EDm posun\u016F a p\u0159etvo\u0159en\u00ED kolejnic a konstrukce mostu v Kl\u00E1\u0161terci nad Oh\u0159\u00ED. Konstrukce mostu je ocelov\u00E1 s betonovou mostovkou a dv\u011Bma kolejemi v \u0161t\u011Brkov\u00E9m lo\u017Ei. D\u00E9lka mostovky je 80 metr\u016F, je podep\u0159ena ve 3 bodech a o\u010Dek\u00E1van\u00E9 posuny jsou v \u0159\u00E1du jednotek milimetr\u016F. K m\u011B\u0159en\u00ED byla zvolena metoda geodetick\u00E9 s\u00EDt\u011B s p\u0159echodn\u00FDmi stanovisky a o\u010Dek\u00E1van\u00FDmi sm\u011Brodatn\u00FDmi odchylkami sou\u0159adnic cca. 0,2 mm. V\u00FDsledkem vyrovnan\u00FDch etapov\u00FDch m\u011B\u0159en\u00ED v r\u016Fzn\u00FDch ro\u010Dn\u00EDch obdob\u00EDch s teplotn\u00EDmi rozd\u00EDly cca. 10\u00B0C jsou posuny konstrukce o velikosti a\u017E 4 mm a kolejnic 1 mm." . "Bridge; Geodetic network; Longitudinal shift; Railway; Standard deviation; Track"@en . "The paper deals with epoch measurement of deformation movements of construction and rails on the railway bridge in Kl\u00E1\u0161terec nad Oh\u0159\u00ED. The bridge is 80 meters long and it is supported in 3 points. Expected deformations of combined (steel and concrete) construction are in millimetres. The method of geodetic network (10 standpoints) with the expected standard deviations of coordinates about 0.2 mm was chosen. The deformation in longitudinal direction was determined 4 millimetres as a result of epoch comparison."@en . "Zam\u011B\u0159en\u00ED p\u0159etvo\u0159en\u00ED \u017Eelezni\u010Dn\u00EDho mostu v Kl\u00E1\u0161terci nad Oh\u0159\u00ED" . "56803" . "8"^^ . . . "Geod\u00E9zie ve stavebnictv\u00ED a pr\u016Fmyslu" . . "Braun, Jaroslav" . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 etapov\u00FDm m\u011B\u0159en\u00EDm posun\u016F a p\u0159etvo\u0159en\u00ED kolejnic a konstrukce mostu v Kl\u00E1\u0161terci nad Oh\u0159\u00ED. Konstrukce mostu je ocelov\u00E1 s betonovou mostovkou a dv\u011Bma kolejemi v \u0161t\u011Brkov\u00E9m lo\u017Ei. D\u00E9lka mostovky je 80 metr\u016F, je podep\u0159ena ve 3 bodech a o\u010Dek\u00E1van\u00E9 posuny jsou v \u0159\u00E1du jednotek milimetr\u016F. K m\u011B\u0159en\u00ED byla zvolena metoda geodetick\u00E9 s\u00EDt\u011B s p\u0159echodn\u00FDmi stanovisky a o\u010Dek\u00E1van\u00FDmi sm\u011Brodatn\u00FDmi odchylkami sou\u0159adnic cca. 0,2 mm. V\u00FDsledkem vyrovnan\u00FDch etapov\u00FDch m\u011B\u0159en\u00ED v r\u016Fzn\u00FDch ro\u010Dn\u00EDch obdob\u00EDch s teplotn\u00EDmi rozd\u00EDly cca. 10\u00B0C jsou posuny konstrukce o velikosti a\u017E 4 mm a kolejnic 1 mm."@cs . "Measuring Deformation Movements of the Railway Bridge in Kl\u00E1\u0161terec nad Oh\u0159\u00ED"@en . . . . "Measuring Deformation Movements of the Railway Bridge in Kl\u00E1\u0161terec nad Oh\u0159\u00ED"@en . "\u010Cesk\u00FD svaz geodet\u016F a kartograf\u016F" . . "Zam\u011B\u0159en\u00ED p\u0159etvo\u0159en\u00ED \u017Eelezni\u010Dn\u00EDho mostu v Kl\u00E1\u0161terci nad Oh\u0159\u00ED"@cs . "21110" . "3"^^ . . "Praha" . "Zam\u011B\u0159en\u00ED p\u0159etvo\u0159en\u00ED \u017Eelezni\u010Dn\u00EDho mostu v Kl\u00E1\u0161terci nad Oh\u0159\u00ED" . "\u0160troner, Martin" . . "Lidmila, Martin" . . . . . "3"^^ . "Brno" . "2014-04-24+02:00"^^ . "RIV/68407700:21110/14:00217571" . "S" . . . .