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Soft soil sites undergo nonlinear site responses during strong shakings.
Fig. 3. Time-frequency analysis of the energy spectral density (ESD) of two medium soil sites.
All data was then intersected with the soil sites using the respective variable's mean value.
This study was carried out at three AS soil sites in Finland.
This paper considers the modelling of design-level earthquake response spectra for soil sites in Hong Kong.
Stiffer soil sites lie to the north of Accra, and to the west near Nyanyano.
A worst-case scenario simulated ground motion for Singapore soil sites is used for this analysis.
In other words, rock sites show lower torsion during an earthquake in comparison with soft-soil sites.
Results from soil sites reveal site amplification factors of approximately 2.0 ~ 3.5 for PGA and about 1.3 ~ 2.6 for PGV.
Similar peaks are observed at 0.628 s and 0.418 s, respectively, for PSDFs corresponding to medium and firm soil sites.
Fig. 2. Time-frequency analysis of the energy spectral density (ESD) of rock (a) and stiff soil sites (b).
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