LSSR data_1 NC92Soil
Outputs of 90,000 local seismic site response analyses. PGA: peak ground acceleration of the input motion PGV: peak ground velocity of the input motion VS30: mean shear wave velocity in the upper 30 m H800: depth to the seismic bedrock f0: fundamental frequencies of the deposit (profile of initial values of shear wave velocity was considered) AF: amplification factors A: clay G: gravel S: sand
Steps to reproduce
Seismic site response analyses performed with code NC92Soil adopting the linear equivalent approach in the frequency domain.
Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri