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This paper presents an evaluation of aftershock collapse fragility conditioned on various return periods of mainshocks, allowing for the rapid assessment of post-earthquake safety variations based solely on the intensity of the damaging earthquake event.

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This page is a summary of: Aftershock collapse fragility curves for non-ductile RC buildings: a scenario-based assessment, Earthquake Engineering & Structural Dynamics, March 2017, Wiley,
DOI: 10.1002/eqe.2894.
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