Recent large
earthquakes have caused significant building damage resulting in lengthy
functional recovery times. Post-earthquake recovery time can be minimized
through improved design of building systems essential for providing continuous
operation. This study presents a novel method for probabilistic evaluation of
the post-earthquake building’s functionality to support functionality-based
seismic design. Aligned with the PBEE methodology, the proposed method utilizes
FEMA P-58 damage assessment results in conjunction with fault trees of complex
building systems to find the percent of building area with compromised
functionality and to identify building components that impair its
functionality. The primary user-defined inputs are probabilistic limit state
functions of individual building components, which define the damage thresholds
for partial (local) and full loss of the building functionality. The proposed
method is highly flexible; it has a modular structure that allows easy extension
by adding new features. A case study is conducted for an existing 13-story
building to demonstrate the functionality evaluation and showcase how its
results can guide the retrofit measures for improved seismic performance.