N. Šipčić
6 Papers
2 Citations
N. Šipčić is an academic researcher. The author has contributed to research in topics: Seismic hazard & Geology. The author has co-authored 1 publications.
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Papers
The Effect of Seismic Sequences in Probabilistic Seismic Hazard Analysis
TL;DR: In this paper , the authors investigate the epidemic-type aftershock sequence (ETAS) model's ability to reproduce the statistical features of long-term historical seismicity in Italy in two different regions.
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A closer look at hazard-consistent ground motion record selection for building-specific risk assessment: Effect of soil characteristics and accelerograms’ scaling
TL;DR: In this article , the authors performed site and structure-specific conditional spectrum (CS) record selection using only soil-recorded motions versus databases of only rock recorded ones, and performed the CS based on extreme cases of using ground motions scaled by either only small or only large factors.
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Hazard‐consistent simulated earthquake ground motions for PBEE applications on stiff soil and rock sites
L. Alvarez‐Sanchez,P. G. D. Q. Iñárritu,N. Šipčić,Mohsen Kohrangi,Paolo Bazzurro +4 more
- 10 Aug 2023
TL;DR: This study proposes a multi-fold testing framework to evaluate the realism of simulated earthquake ground motions for PBEE applications on stiff soil and rock sites, demonstrating their adequacy for structural response analyses.
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Effects of Pre-existing Damage on Fragility of URM and RC Frame Buildings
P. García de Quevedo Iñarritu,N. Šipčić,Mohsen Kohrangi,Paolo Bazzurro +3 more
- 24 May 2021
TL;DR: In this paper, a component-based approach for estimating damage, built on energy-based parameters, was proposed to predict damage accumulation for building stocks in all regions of the world where earthquake sequences are common.
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Seismic performance evaluation of high‐post‐yield stiffness concentrically braced steel frames under mainshock‐consistent‐aftershock sequences
TL;DR: In this paper , the effects of earthquake sequences on the seismic performance of seismic resistant concentrically braced steel frames designed to Eurocode-8 were evaluated using site hazard-specific mainshock-consistent aftershock (MS•AS) sequences selected for a site in Terni, Central Italy.
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