Date: September 2009
STREET BUILDING Piscicelli, 84 - QUART. ARENELLA - NAPOLI
dynamic monitoring of the building in question in order to detect the maximum induced vibratory levels and the dynamic stresses produced on the structure of existing vibratory sources, in intense traffic case for most of the day. For the execution of the monitoring it was used the following equipment: three-directional geophone and acquisition unit data PROFOUND VIBRAPlus. The results of dynamic studies are reported in the form of tables of the absolute values of the amplitude peaks and relative daily histograms for the different acquisitions, as well as the event of peak diagram for each individual day (track).
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– Diagram of a peak event (track)