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Empirical seismic fragility assessment with explicit modeling of spatial ground motion variability
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文摘

A new method to establish empirical fragility models is proposed.

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

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

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

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

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