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dc.contributor.authorZhang, W. Y.
dc.contributor.authorRestrepo, D.
dc.contributor.authorCrempien, J. G. F.
dc.contributor.authorErkmen, Bülent
dc.contributor.authorTaborda, R.
dc.contributor.authorKurtuluş, Aslı
dc.contributor.authorTaciroglu, E.
dc.date.accessioned2021-02-22T11:10:07Z
dc.date.available2021-02-22T11:10:07Z
dc.date.issued2020-10
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/10679/7339
dc.identifier.urihttps://onlinelibrary.wiley.com/doi/abs/10.1002/eqe.3377
dc.description.abstractScenario-based earthquake simulations at regional scales hold the promise in advancing the state-of-the-art in seismic risk assessment studies. In this study, a computational workflow is presented that combines (i) a broadband Green's function-based fault-rupture and ground motion simulation-herein carried out using the "UCSB (University of California at Santa Barbara) method", (ii) a three-dimensional physics-based regional-scale wave propagation simulation that is resolved at fmax=11.2 Hz, and (iii) a local soil-foundation-structure finite element analysis model. These models are interfaced with each other using the domain reduction method. The innermost local model-implemented in ABAQUS-is additionally enveloped with perfectly matched layer boundaries that absorb outbound waves scattered by the structures contained within it. The intermediate wave propagation simulation is carried out using Hercules, which is an explicit time-stepping finite element code that is developed and licensed by the CMU-QUAKE group. The devised workflow is applied to a 80x40x40 km3 region on the European side of Istanbul, which was modeled using detailed soil stratigraphy data and realistic fault rupture properties, which are available from prior microzonation surveys and earthquake scenario studies. The innermost local model comprises a chevron-braced steel frame building supported by a shallow foundation slab, which, in turn, rests atop a three-dimensional soil domain. To demonstrate the utility of the workflow, results obtained using various simplified soil-structure interaction analysis techniques are compared with those from the detailed direct model. While the aforementioned demonstration has a limited scope, the devised workflow can be used in a multitude of ways, for example, to examine the effects of shallow-layer soil nonlinearities and surface topography, to devise site- and structure-specific seismic fragilities, and for calibrating regional loss models, to name a few.en_US
dc.description.sponsorshipTÜBİTAK ; Texas Advanced Computing Center (TACC)
dc.language.isoengen_US
dc.publisherWileyen_US
dc.relation.ispartofEarthquake Engineering and Structural Dynamics
dc.rightsrestrictedAccess
dc.titleA computational workflow for rupture‐to‐structural‐response simulation and its application to Istanbulen_US
dc.typeArticleen_US
dc.peerreviewedyesen_US
dc.publicationstatusPublisheden_US
dc.contributor.departmentÖzyeğin University
dc.contributor.authorID(ORCID 0000-0002-3980-3770 & YÖK ID 181924) Erkmen, Bülent
dc.contributor.authorID(ORCID 0000-0002-5016-1545 & YÖK ID 124771) Kurtuluş, Aslı
dc.contributor.ozuauthorErkmen, Bülent
dc.contributor.ozuauthorKurtuluş, Aslı
dc.identifier.volume50en_US
dc.identifier.issue1en_US
dc.identifier.startpage177en_US
dc.identifier.endpage196en_US
dc.identifier.wosWOS:000583527400001
dc.identifier.doi10.1002/eqe.3377en_US
dc.subject.keywordsABAQUSen_US
dc.subject.keywordsDomain reduction methoden_US
dc.subject.keywordsFoundation input motionen_US
dc.subject.keywordsHerculesen_US
dc.subject.keywordsHigh‐performance computingen_US
dc.subject.keywordsPerfectly matched layersen_US
dc.subject.keywordsRegional‐scale ground motion simulationen_US
dc.subject.keywordsSoil‐structure interactionen_US
dc.subject.keywordsSubstructuring methoden_US
dc.identifier.scopusSCOPUS:2-s2.0-85094659140
dc.contributor.authorMale1
dc.contributor.authorFemale1
dc.relation.publicationcategoryArticle - International Refereed Journal - Institutional Academic Staff


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