Research Article

A New Formulation on Seismic Risk Assessment for Reinforced Concrete Structures with Both Random and Bounded Uncertainties

Table 4

Results with N2=2 by different methods.

Numerical methods Failure probabilities in 50 years for different limit statesFunction callsRelative erro
NO levelIO levelLS levelCP level

MCS6.339%1.140%0.120%0.0596%-
ALK-MGHAR6.310%1.136%0.119%0.0594%650.34%
MPM6.105%1.099%0.116%0.0575%3013.55%
SLI6.097%1.097%0.115%0.0573%1593.83%

: calculated relative error under CP level.