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Site response plays an important role in generating shake maps.
Fig. 2 Ground motion used in site response analyses.
This suggests strong nonlinear site response at these stations.
The area is zero when the site response is linear.
This motivated the investigation of site response in the epicentral area presented herein.
Since it is not related to the site response, it will not be discussed further.
Fig. 6 Strain softening model used in the site response analyses.
This could inherently increase the relative change from linear to nonlinear site response.
Finally, SoVeLAB combines velocity model and soil model to use in site response analyses.
A sample of the RVT site response results are presented in Fig. 8.
These findings suggest that it is reasonable to presume a linear site response in Argostoli.
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