Seismic Risk Mitigation for a Portfolio of Reinforced Concrete Frame Buildings through Optimal Allocation of a Limited Budget

<div>Inelastic capacity curve and inelastic response demand spectrum for all the realizations of the example building (no. 39) at <i>T</i><sub>R</sub> = 101 years and <i>a</i><sub>g</sub> = 0.063 g.</div>

Advances in Civil Engineering

fig8

Figure 8

Figure 8: Seismic Risk Mitigation for a Portfolio of Reinforced Concrete Frame Buildings through Optimal Allocation of a Limited Budget 