Physics-Based Hazard Assessment for Critical Structures Near Large Earthquake Sources [2]

dc.contributor.authorHutchings, L.
dc.contributor.authorMert, A.
dc.contributor.authorFahjan, Y.
dc.contributor.authorNovikova, T.
dc.contributor.authorGolara, A.
dc.contributor.authorMiah, M.
dc.contributor.authorFergany, E.
dc.date.accessioned2025-10-29T11:33:23Z
dc.date.issued2018
dc.departmentGebze Teknik Üniversitesi
dc.description1st Workshop on Best Practices in Physics-Based Fault Rupture Models for Seismic Hazard Assessment of Nuclear Installations (BestPSHANI) -- NOV 18-20, 2015 -- Int Atom Energy Agcy, Vienna, AUSTRIA
dc.description.abstractWe argue that for critical structures near large earthquake sources: (1) the ergodic assumption, recent history, and simplified descriptions of the hazard are not appropriate to rely on for earthquake ground motion prediction and can lead to a mis-estimation of the hazard and risk to structures; (2) a physics-based approach can address these issues; (3) a physics-based source model must be provided to generate realistic phasing effects from finite rupture and model near-source ground motion correctly; (4) wave propagations and site response should be site specific; (5) a much wider search of possible sources of ground motion can be achieved computationally with a physics-based approach; (6) unless one utilizes a physics-based approach, the hazard and risk to structures has unknown uncertainties; (7) uncertainties can be reduced with a physics-based approach, but not with an ergodic approach; (8) computational power and computer codes have advanced to the point that risk to structures can be calculated directly from source and site-specific ground motions. Spanning the variability of potential ground motion in a predictive situation is especially difficult for near-source areas, but that is the distance at which the hazard is the greatest. The basis of a physical-based'' approach is ground-motion syntheses derived from physics and an understanding of the earthquake process. This is an overview paper and results from previous studies are used to make the case for these conclusions. Our premise is that 50 years of strong motion records is insufficient to capture all possible ranges of site and propagation path conditions, rupture processes, and spatial geometric relationships between source and site. Predicting future earthquake scenarios is necessary; models that have little or no physical basis but have been tested and adjusted to fit available observations can only predict'' what happened in the past, which should be considered description as opposed to prediction. We have developed a methodology for synthesizing physics-based broad-band ground motion that incorporates the effects of realistic earthquake rupture along specific faults and the actual geology between the source and site.
dc.identifier.doi10.1007/s00024-017-1572-4-2
dc.identifier.endpage338
dc.identifier.isbn978-3-319-72709-7
dc.identifier.isbn978-3-319-72708-0
dc.identifier.issn#DEĞER!
dc.identifier.orcid0000-0003-1254-4526
dc.identifier.orcid0000-0003-4825-3413
dc.identifier.startpage311
dc.identifier.urihttps://doi.org/10.1007/s00024-017-1572-4-2
dc.identifier.urihttps://hdl.handle.net/20.500.14854/12390
dc.identifier.wosWOS:000447879600018
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherBirkhauser Verlag Ag
dc.relation.ispartofBest Practices in Physics-Based Fault Rupture Models For Seismic Hazard Assessment of Nuclear Installations
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20251020
dc.subjectPSHA
dc.subjectergodic assumption
dc.subjectphysics based
dc.subjectearthquake hazard
dc.subjectempirical Green's functions
dc.titlePhysics-Based Hazard Assessment for Critical Structures Near Large Earthquake Sources [2]
dc.typeConference Object

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