. . "RIV/68407700:21610/04:07097081" . "C\u00EDlem zkou\u0161ek mostu bylo ov\u011B\u0159en\u00ED v\u00FDpo\u010Dtov\u00E9ho modelu mostn\u00ED konstrukce a zji\u0161t\u011Bn\u00ED vlivu zp\u016Fsobu zat\u011B\u017Eov\u00E1n\u00ED na experiment\u00E1ln\u011B zji\u0161t\u011Bn\u00E9 mod\u00E1ln\u00ED charakteristiky. Mostn\u00ED konstrukce byly zat\u011B\u017Eov\u00E1ny harmonickou budic\u00ED silou a silou s n\u00E1hodn\u00FDm \u010Dasov\u00FDm pr\u016Fb\u011Bhem. Budic\u00ED s\u00EDly s n\u00E1hodn\u00FDm a harmonick\u00FDm pr\u016Fb\u011Bhem byly vytvo\u0159eny pohybem hmoty elektrohydraulick\u00E9ho budi\u010De, kter\u00FD byl postupn\u011B um\u00EDst\u011Bn ve dvou pol\u00EDch mostu. Mod\u00E1ln\u00ED anal\u00FDzou byly ur\u010Deny vlastn\u00ED frekvence, tvary kmit\u00E1n\u00ED a pom\u011Brn\u00FD \u00FAtlum mostn\u00ED konstrukce. Mod\u00E1ln\u00ED parametry byly zji\u0161\u0165ov\u00E1ny tak\u00E9 ze z\u00E1znam\u016F odezvy mostn\u00ED konstrukce p\u0159i pr\u016Fjezdu vozidel po jedn\u00E9 polovin\u011B mostu."@cs . . "Modal Analysis of the Bridge over the Labe - M\u011Bln\u00EDk III"@en . . "Mod\u00E1ln\u00ED anal\u00FDza Mostu p\u0159es Labe - M\u011Bln\u00EDk III" . "Mod\u00E1ln\u00ED anal\u00FDza Mostu p\u0159es Labe - M\u011Bln\u00EDk III" . "RIV/68407700:21610/04:07097081!RIV09-MD0-21610___" . . "Mod\u00E1ln\u00ED anal\u00FDza Mostu p\u0159es Labe - M\u011Bln\u00EDk III"@cs . "Mod\u00E1ln\u00ED anal\u00FDza Mostu p\u0159es Labe - M\u011Bln\u00EDk III"@cs . . . . . "P(CE803120112), Z(MSM 210000029)" . "The aim of the bridge tests was verification of the bridge structure calculation model and validation of the influence of loading methods on modal characteristics. The bridge structure were loaded by harmonical force or random force. Both forces were developed by the electro-hydraulic exciter mass movement. The exciter was installed in the two positions on the bridge. Eigenfrequencies, modal shapes and damping parameters of the bridge were found by modal analysis. The records of the bridge response on the traffic on the half of the bridge were used for the modal parameters analysis."@en . "Modal Analysis of the Bridge over the Labe - M\u011Bln\u00EDk III"@en . "bridge; dynamic response; loading; modal analysis; tests"@en . "21610" . "[F1700B087D29]" . . . "1"^^ . "573869" . . . . . "Kr\u00E1l, Jarom\u00EDr" . . . . . "C\u00EDlem zkou\u0161ek mostu bylo ov\u011B\u0159en\u00ED v\u00FDpo\u010Dtov\u00E9ho modelu mostn\u00ED konstrukce a zji\u0161t\u011Bn\u00ED vlivu zp\u016Fsobu zat\u011B\u017Eov\u00E1n\u00ED na experiment\u00E1ln\u011B zji\u0161t\u011Bn\u00E9 mod\u00E1ln\u00ED charakteristiky. Mostn\u00ED konstrukce byly zat\u011B\u017Eov\u00E1ny harmonickou budic\u00ED silou a silou s n\u00E1hodn\u00FDm \u010Dasov\u00FDm pr\u016Fb\u011Bhem. Budic\u00ED s\u00EDly s n\u00E1hodn\u00FDm a harmonick\u00FDm pr\u016Fb\u011Bhem byly vytvo\u0159eny pohybem hmoty elektrohydraulick\u00E9ho budi\u010De, kter\u00FD byl postupn\u011B um\u00EDst\u011Bn ve dvou pol\u00EDch mostu. Mod\u00E1ln\u00ED anal\u00FDzou byly ur\u010Deny vlastn\u00ED frekvence, tvary kmit\u00E1n\u00ED a pom\u011Brn\u00FD \u00FAtlum mostn\u00ED konstrukce. Mod\u00E1ln\u00ED parametry byly zji\u0161\u0165ov\u00E1ny tak\u00E9 ze z\u00E1znam\u016F odezvy mostn\u00ED konstrukce p\u0159i pr\u016Fjezdu vozidel po jedn\u00E9 polovin\u011B mostu." . "1"^^ .