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Shake-table tests conducted on three as-built and six haunch-strengthened two-story RC frames were analyzed to develop damage scale; suggest roof drift and base shear coefficient for various performance levels of as-built and haunch-strengthened frames. Nonlinear numerical models were prepared in finite element-based software SeismoStruct, calibrated with the experimental tests. Incremental dynamic analysis of models was carried out using natural acceleration time histories. Seismic fragility functions were derived for both as-built and haunch-strengthened models using a probabilistic method. Damage-to-loss factors were employed to transform structural damages to repair cost ratio, which were correlated with seismic intensity to derive seismic loss curves.

Fragility Functions and Loss Curves for Deficient and Haunch-Strengthened RC Frames