Ground motion selection for seismic risk analysis of civil infrastructure - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 101

(a) (b)

-1 < e < -0.5 -0.5 < e < 0 0 < e < 0.5 0.5 < e < 1 1 < e < 2 2 < e

(c)

4.9 Deaggregation of the SA (3.0) seismic hazard for exceedance probabilities of: (a) 50% in 50 years;
(b) 10% in 50 years; and (c) 1% in 50 years (after Bradley, 2012b).