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National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Dynamic loading test of the footbridge for pedestrians and cyclists over the Berounka river in Prague - Radotin after the installation of vibration absorbers
 Hračov, Stanislav ; Urushadze, Shota
The report describes the execution procedure and the results of the dynamic loading test of the pedestrian bridge in Prague Radotín after the installation of vibration absorbers. The vibration level of the bridge deck from pedestrians and runners is compared with the results of a previous dynamic test before the installation of vibration absorbers and is assessed with regard to their comfort and health.
Detailed record
Dynamic loading test of the footbridge for pedestrians and cyclists over the Berounka river in Prague - Radotin
 Hračov, Stanislav ; Urushadze, Shota
The report describes the procedure and results of the dynamic loading test carried out at footbridge in Prague - Radotín. The determined modal properties of the real structure are compared with the results of the theoretical modal analysis of its numerical model. The levels of the vibrations of the deck originated from pedestrians and runners are assessed with respect to their comfort and health.
Detailed record
Dynamic loading test of a pair of suspended footbridges for pedestrians and cyclists in the area of Dolní Vítkovice
 Hračov, Stanislav ; Urushadze, Shota ; Macháček, Michael
The report describes the procedure and results of the dynamic loading test carried out at a pair of footbridges in Ostrava. The determined modal properties of the real structures are compared with the results of the theoretical modal analysis of their numerical models. The levels of the vibrations of the decks originated from pedestrians and runners are assessed with respect to their comfort and health.
Detailed record
Dynamic loading test of footbridges in Písek
 Hračov, Stanislav
The report describes the procedure and results of the dynamic loading test carried out at unique pair of footbridges in Pisek. The determined modal properties of the real structures are compared with the results of the theoretical modal analysis of their numerical models. The levels of the vibrations of the decks originated from pedestrian and runners crossing are assessed with respect to their comfort and health.
Detailed record

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