Seismic Reliability-Based Design Approach for Base-Isolated Systems in Different Sites
Paolo Castaldo and
Tatiana Ferrentino
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Paolo Castaldo: Department of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, 10129 Corso Duca degli Abruzzi, Italy
Tatiana Ferrentino: Department of Civil Engineering, University of Salerno, 84084 Fisciano (SA), Italy
Sustainability, 2020, vol. 12, issue 6, 1-23
Abstract:
This study employs the seismic reliability-based design approach for inelastic structures isolated by friction pendulum isolators, considering two different highly seismic Italian sites to provide useful design recommendations. Incremental dynamic analyses are carried out to estimate the seismic fragility of the superstructure and of devices, assuming different structural properties and limit state thresholds. Finally, considering seismic hazard curves of the investigated sites, seismic reliability-based design curves are proposed to derive the dimensions in plan of devices and the ductility demand of the superstructure as a function of both the structural properties and the reliability level expected. The proposed results confirm the possibility of using seismic reliability-based design as a sustainable and applicable approach and represent a large data set to adopt this design methodology in any site with a similar seismic hazard.
Keywords: seismic reliability; seismic isolation; FPS; displacement ductility demand; strength reduction factor; seismic hazard (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2020
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Citations: View citations in EconPapers (1)
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Persistent link: https://EconPapers.repec.org/RePEc:gam:jsusta:v:12:y:2020:i:6:p:2400-:d:334324
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