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                <identifier>oai:data.mendeley.com/jvv59sjj8y.1</identifier>
                <datestamp>2023-09-20T08:16:21Z</datestamp>
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    <dc:creator>Falcone, Gaetano</dc:creator>
    <dc:title>LSSR data_1 NC92Soil</dc:title>
    <dc:publisher>Mendeley Data</dc:publisher>
    <dc: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</dc:description>
    <dc:subject>Geotechnical Engineering</dc:subject>
    <dc:subject>Seismic Hazard Assessment</dc:subject>
    <dc:subject>Seismic Ground Response Analysis</dc:subject>
    <dc:subject>Earthquake</dc:subject>
    <dc:type>Dataset</dc:type>
    <dc:identifier>doi:10.17632/jvv59sjj8y.1</dc:identifier>
    <dc:identifier>oai:data.mendeley.com/jvv59sjj8y.1</dc:identifier>
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    <dc:date>2023-09-20T08:16:21Z</dc:date>
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