Seismic Performance Assessment of a Multistorey Building Designed with an Alternative Capacity Design Approach

Figure 9

Comparison of the main results of the time-based loss analyses for the two structures, designed with single-q and variable-q approaches, in terms of (a) number of fatalities, (b) number of injured people, (c) total repair cost, and (d) total repair time.

(a)

(b)

(c)

(d)