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southern Italy, using six-channel stations equipped with three-component velocity-transducers and
accelerometers and running in continuous modality from January 2006 to December 2007. The
analysis of weak motions from several local earthquakes, together with the 3D numerical modelling
of the structure, allowed us to identify the first three vibration modes of the target building.
Therefore, we checked the validity of ambient noise data to determine the vibration frequencies of
The analysis tools based on earthquake and ambient noise data were conventional, i.e. spectral
ratios between homologous components of stations at high floors in the building with respect to a
station installed at the basement, and single-station spectral ratios between horizontal and vertical
The indications derived from earthquakes and ambient noise result in a satisfactory agreement for
frequencies between 1 and 20 Hz when using recordings characterized by low levels of amplitude,
both for cultural and meteorological noise. In contrast, when the wind speed increases (above 20
km/h, approximately) seismic noise shows an excess of horizontal vibrations at low frequencies
(below 2 Hz). These extra-amplitudes are not related to the seismic input vertically incident to the
basement, but are probably due to the lateral action of the wind on the building. In contrast anthropic activities
do not affect considerably the trend of spectral ratios in the range of frequencies that include
the first modes of vibration of the building, even at high noise level.
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