Fragility curves for low-damage rocking dissipative connections of precast concrete buildings
M.M. Matteoni (Sapienza University of Rome)
Jonathan Ciurlanti (Arup)
S. Bianchi (TU Delft - Architectural Technology)
S. Pampanin (Sapienza University of Rome)
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Abstract
Different low-damage technologies have recently been developed to meet society's growing expectations for earthquake-proof buildings. Among others, the PRESSS (PREcast Seismic Structural System) technology has proved its capability to withstand earthquakes with minimal damage, effectively mitigating socio-economic losses. However, applying loss assessment methodologies can pose challenges due to the lack of data regarding fragility functions for low-damage structural components. This paper aims to propose a method for computing numerical fragility curves for rocking dissipative structural components. To achieve this, archetypes of precast concrete structures were analyzed to develop fragility models for this technology.