LSSR data_1 NC92Soil

Published: 20 September 2023| Version 1 | DOI: 10.17632/jvv59sjj8y.1
Contributor:
Gaetano Falcone

Description

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

Files

Steps to reproduce

Seismic site response analyses performed with code NC92Soil adopting the linear equivalent approach in the frequency domain.

Institutions

Categories

Geotechnical Engineering, Seismic Hazard Assessment, Seismic Ground Response Analysis, Earthquake

Funders

Licence