Empirical seismic fragility assessment with explicit modeling of spatial ground motion variability
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A new method to establish empirical fragility models is proposed.

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Post-earthquake damage observations are utilized to develop fragility curves.

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The uncertainty related to ground motion intensities at the damage observation sites is taken into account.

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This uncertainty is due to geospatial variability of ground motion intensities and the sparseness of strong motion networks.

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Fragility curves are developed for reinforced concrete buildings with limited ductility capacity.

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