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Schnabel et al. [2] developed a method for one-dimensional ground response analysis using equivalent linear approach, which was implemented in widely accepted ground response software SHAKE.
Therefore, synthetic seismograms have been used to evaluate the ground response analysis at the surface.
Both solutions have consequences for the dynamic track and ground response.
Instrumented sites provide essential information for understanding and modeling of ground response and ground deformation.
A new procedure for the ground response curve (GRC) is investigated in strain-softening surrounding rock for a circular opening.
Site characterization and site-specific ground response analyses were conducted at two representative inland areas in Korea.
The analysis can capture a more complete and fundamental aspects of ground response for preliminary seismic assessment.
Results show very wide differences in the ground response and marked variations in attenuation rates with frequency.
Instead, a quantitative risk approach can be considered that incorporates uncertainty in ground conditions directly into the design process to determine the variable ground response and support loads.
Furthermore, a ground response analysis study is also carried out for a bridge site in the region using both the empirical curves and experimentally obtained curves.
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