Publication:
A computational workflow for rupture‐to‐structural‐response simulation and its application to Istanbul

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.contributor.departmentCivil Engineering
dc.contributor.ozuauthorERKMEN, Bülent
dc.contributor.ozuauthorKURTULUŞ, Asli
dc.date.accessioned2021-02-22T11:10:07Z
dc.date.available2021-02-22T11:10:07Z
dc.date.issued2020-10
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.
dc.description.sponsorshipTÜBİTAK ; Texas Advanced Computing Center (TACC)
dc.identifier.doi10.1002/eqe.3377
dc.identifier.endpage196
dc.identifier.issn0098-8847
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85094659140
dc.identifier.startpage177
dc.identifier.urihttp://hdl.handle.net/10679/7339
dc.identifier.urihttps://doi.org/10.1002/eqe.3377
dc.identifier.volume50
dc.identifier.wos000583527400001
dc.language.isoeng
dc.peerreviewedyes
dc.publicationstatusPublished
dc.publisherWiley
dc.relation.ispartofEarthquake Engineering and Structural Dynamics
dc.relation.publicationcategoryInternational Refereed Journal
dc.rightsrestrictedAccess
dc.subject.keywordsABAQUS
dc.subject.keywordsDomain reduction method
dc.subject.keywordsFoundation input motion
dc.subject.keywordsHercules
dc.subject.keywordsHigh‐performance computing
dc.subject.keywordsPerfectly matched layers
dc.subject.keywordsRegional‐scale ground motion simulation
dc.subject.keywordsSoil‐structure interaction
dc.subject.keywordsSubstructuring method
dc.titleA computational workflow for rupture‐to‐structural‐response simulation and its application to Istanbul
dc.typearticle
dspace.entity.typePublication
relation.isOrgUnitOfPublicationaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85
relation.isOrgUnitOfPublication.latestForDiscoveryaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85

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