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The uncertain nature of future ground motions is leading to the development of probabilistic structural damage estimation procedures. The fragility curve method is a useful method for estimating the structural damage for certain type of structure under the effect of potential earthquakes. Earthquake response analysis is basically done either by non-linear static procedure or non-linear dynamic procedure. Non-linear static procedure may or may not be based on record to record variability, however non-linear dynamic procedure are based on record to record variability. Based on structural response results the two parameters mean and standard deviation are obtained for development of fragility curve.

A Review - Fragility Analysis of Multi-Storey Regular R.C Building