Site-dependent design spectra and strength modification factors, based on records from Greece
Elastic and inelastic spectra are derived, based on a representative sample of acceleration records from Greece, carefully selected based on magnitude, distance and peak ground acceleration criteria, and grouped into three ground condition categories according to the 2004 Eurocode 8 (EC8) provisions...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2007-11, Vol.27 (11), p.1012-1027 |
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Sprache: | eng |
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