This research study investigates the
estimated economic and social losses of reinforced
concrete moment resisting frame building by using
FEMA P-58, the next-generation Seismic Performance
Assessment methodology for Buildings developed by
American Applied Technology Council (ATC), in 2012).
Dynamic time history, using twelve ground motion
records from near and far-fault regions, has been used
to perform the seismic analysis of the considered model
configurations. The typical buildings are vulnerable to
earthquake damage, therefore it could be considered
that the economic and social losses are a function of
damage of the buildings. Damages vary according to
ability of building to resist ground motion and other
aspects such as geographic differences of ground
motion. In the current paper, the probabilistic approach
FEMA P-58 with nonlinear time history analysis
applied to calculate the consequences of the seismic
activities, these consequences are presented by repair
time, repair cost and casualties. PACT (Performance
Assessment Calculation Tool) is used to calculate
performance or the losses, these are repair cost, repair
time and casualties, PACT is a main tool in FEMA P-58
methodology. The CSI Software ETABS is applied in
this study for 3-D modeling and obtaining drift ratio.
The building used as a case study is an educational
reinforced concrete building in Al-Mustaqbal university
college in Al-Hilla city, Babylon governorate.
Keywords : FEMA P-58, PACT, Earthquake Loss Estimation, Time History Analysis, Ground Motion Selection, Residual Drift.