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

Istituto di Geologia Ambientale e Geoingegneria Consiglio Nazionale delle Ricerche

Categories

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

Funding

Dipartimento della Protezione Civile

CIG6980737E65

Licence