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Fig. 2 Ground motion used in site response analyses.
Buckling, modal, and dynamic response analyses were conducted.
Finally, SoVeLAB combines velocity model and soil model to use in site response analyses.
Fig. 6 Strain softening model used in the site response analyses.
Fig. 3 Generic soft clay site used in site response analyses.
Based on these results, unidirectional site response analyses could give unconservative results.
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Recommended Endpoints appropriate for dose-response analyses.
Mandatory, 0, or 1 Appropriate study design for dose-response analyses for all studies.
Half-maximal effective concentrations of GC were determined by dose-response analyses.
Item non-response analyses show that the exclusion of the 93 observations should not influence or bias our resultse.
Impulse-response analyses were made after regime transition probabilities were reviewed, and the graphics are given in Fig. 2.
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