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Fig. 13 1-D velocity models for the four temporary sites adjusted using the HVSR method.
Additionally, microseismic data has been collected at array stations and analyzed using the HVSR method.
The theoretical H/V ratio was calculated using the HVSR method and adjusted 1-D velocity model.
The 1-D velocity models for the four temporary sites (Fig. 13) were adjusted using the HVSR method.
Experimental measurements of ambient noise were performed at eleven deep soil sites in the Mississippi embayment and analyzed using the HVSR method.
Free-field three-component ambient noise records at 82 positions in the meizoseismal area were analyzed using the HVSR method [32].
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Rong et al. (2016) used the HVSR method to investigate the nonlinear site response at 21 strong-motion stations.
We prepared the initial 1-D velocity models using the geological cross-sections, as we did for the permanent stations, and then used the HVSR method to adjust them.
The site-corrected synthetic PGA generated using the HVSR of the mainshock had the best misfit of 0.585.
Hence, we could identify the areas with high nonlinear soil effects by calculating the reduction in synthetic PGA using the mainshock HVSR compared to the PGA calculated using the HVSR of weak events.
We applied the same steps to site-correct the synthetic waveforms using the HVSR of weak motions and the Meinong mainshock.
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