"Sborn\u00EDk p\u0159\u00EDsp\u011Bvk\u016F 19.mezin\u00E1rodn\u00EDho sympozia MOSTY/BRIDGES2014" . "RIV/00216305:26110/14:PU109213!RIV15-MSM-26110___" . "Ov\u011B\u0159en\u00ED spolup\u016Fsoben\u00ED odd\u011Blen\u00FDch \u010D\u00E1st\u00ED mostn\u00EDch kleneb" . . "P(TA02011322), S" . . "Ov\u011B\u0159en\u00ED spolup\u016Fsoben\u00ED odd\u011Blen\u00FDch \u010D\u00E1st\u00ED mostn\u00EDch kleneb" . "6"^^ . "The verification of the collaboration separated parts of bridge vaults"@en . . "Ov\u011B\u0159en\u00ED spolup\u016Fsoben\u00ED odd\u011Blen\u00FDch \u010D\u00E1st\u00ED mostn\u00EDch kleneb"@cs . . . . "The article describes the collaboration verification of parts of the railway bridge vault. There was achieved the verification using the measuring of the middle cross section not only by the static load test but also by standard service loading. The article deals in the way of using of the measuring method. The method of measuring masonry railway vaults using the arm amplifier is suitable for exact study of construction failures. It is important not only for the modeling but also for planning of reconstruction works."@en . "978-80-86604-62-6" . . "Sekurkon s.r.o." . . "bridge vault, static load test, service loading, arm amplifier"@en . "[736CD5E97219]" . "Ne\u010Das, Radim" . "2014-04-24+02:00"^^ . "Brno" . "26110" . "Brno" . . . . "4"^^ . "Po\u017E\u00E1r, Michal" . "Strnad, Ji\u0159\u00ED" . "Ov\u011B\u0159en\u00ED spolup\u016Fsoben\u00ED odd\u011Blen\u00FDch \u010D\u00E1st\u00ED mostn\u00EDch kleneb"@cs . "4"^^ . . "35453" . . . . "Klus\u00E1\u010Dek, Ladislav" . "The verification of the collaboration separated parts of bridge vaults"@en . . "Po\u017E\u00E1r, Michal" . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 ov\u011B\u0159en\u00EDm spolup\u016Fsoben\u00ED \u010D\u00E1st\u00ED \u017Eelezni\u010Dn\u00ED mostn\u00ED klenby odd\u011Blen\u00FDch pod\u00E9ln\u00FDmi trhlinami. Spolup\u016Fsoben\u00ED je stanoveno m\u011B\u0159en\u00EDm p\u0159etv\u00E1\u0159en\u00ED vrcholov\u00E9ho pr\u016F\u0159ezu p\u0159i ov\u011B\u0159ovac\u00ED statick\u00E9 zkou\u0161ce a tak\u00E9 m\u011B\u0159en\u00EDm p\u0159i b\u011B\u017En\u00E9m provozn\u00EDm zat\u00ED\u017Een\u00ED. M\u011B\u0159en\u00ED, proveden\u00E1 za pomoc\u00ED ramen\u00E1tov\u00E9ho zesilova\u010De, jsou p\u0159itom vhodn\u00E1 pro p\u0159esn\u011Bj\u0161\u00ED identifikaci stavu mostn\u00ED klenby p\u0159i pl\u00E1nov\u00E1n\u00ED oprav \u010Di rekonstrukc\u00ED." . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 ov\u011B\u0159en\u00EDm spolup\u016Fsoben\u00ED \u010D\u00E1st\u00ED \u017Eelezni\u010Dn\u00ED mostn\u00ED klenby odd\u011Blen\u00FDch pod\u00E9ln\u00FDmi trhlinami. Spolup\u016Fsoben\u00ED je stanoveno m\u011B\u0159en\u00EDm p\u0159etv\u00E1\u0159en\u00ED vrcholov\u00E9ho pr\u016F\u0159ezu p\u0159i ov\u011B\u0159ovac\u00ED statick\u00E9 zkou\u0161ce a tak\u00E9 m\u011B\u0159en\u00EDm p\u0159i b\u011B\u017En\u00E9m provozn\u00EDm zat\u00ED\u017Een\u00ED. M\u011B\u0159en\u00ED, proveden\u00E1 za pomoc\u00ED ramen\u00E1tov\u00E9ho zesilova\u010De, jsou p\u0159itom vhodn\u00E1 pro p\u0159esn\u011Bj\u0161\u00ED identifikaci stavu mostn\u00ED klenby p\u0159i pl\u00E1nov\u00E1n\u00ED oprav \u010Di rekonstrukc\u00ED."@cs . "RIV/00216305:26110/14:PU109213" . . . .