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. 2022 Apr 22;20(6):2825–3069. doi: 10.1007/s10518-022-01357-4

Fig. 27.

Fig. 27

Schematic illustration of rigorous risk assessment for a single structure and a defined response condition or limit state; a for each earthquake scenario, a suite of accelerograms is generated and used in dynamic analyses of a structural model, and b the results used to determine the rate at which damage occurs (Bommer and Crowley 2017)