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Development of fragility curves for use in seismic risk targeting

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Figure

Table 1. Properties of concrete and steel used in modelled structures.
Table 2. Properties of the designed structures.
Figure 1: Linear elastic response spectra (5% damping) of the 25 selected strong-motion records scaled to a  common PGA of 5m/s2 (grey), the average spectrum (red) and the first modal periods of the designed structures
Figure 2: Influence of the number of bays (top figures) and storeys (bottom figures) on the fragility curves, for the ‘light damage’ (left) and ‘severe damage’ (right) limit states
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