Seismic responses of different sites of Barcelona have been investigated th
rough numerical modelling. Geological maps and geotechnical data available
from drillings for buildings and infrastructures have been used to determin
e the dynamical properties of the soils through different correlations betw
een standard geotechnical data and dynamical parameters obtained in other r
egions. An estimation of the depth of the Palaeozoic basement has been obta
ined through an inversion of a detailed gravity survey. A I-D equivalent li
near method has been used to compute complete transfer functions and other
spectral responses, such as PSA and PSV for various damping values, with th
e purpose of classifying zones with similar behaviour. Given the uncertaint
ies associated, with the input data, a Montecarlo's simulation process has
been carried out. Four zones, characterized by their corresponding transfer
function and by PGA amplifications, are proposed. The numerical results ar
e compared with those previously obtained through microtremor measurements,
showing that predominant periods derived from Nakamura's technique should
be taken carefully.