Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/4228
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dc.contributor.authorAschheim, M.-
dc.contributor.authorTjhin, T.-
dc.contributor.authorComartin, C.-
dc.contributor.authorHamburger, R.-
dc.contributor.authorİnel, Mehmet.-
dc.date.accessioned2019-08-16T11:32:56Z
dc.date.available2019-08-16T11:32:56Z
dc.date.issued2007-
dc.identifier.issn0141-0296-
dc.identifier.urihttps://hdl.handle.net/11499/4228-
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2006.07.020-
dc.description.abstractAlthough nonlinear static procedures (NSPs) have become widely accepted for use in seismic design and evaluation in recent years, their accuracy is poor for response quantities that are significantly affected by the vibration of multiple degrees of freedom (termed MDOF effects). In recent work performed for the ATC-55 project, a design-oriented approach, called the scaled nonlinear dynamic procedure (Scaled NDP), was identified for determining such response quantities for nonlinear systems. The Scaled NDP provides an alternative to current code approaches for scaling ground motions for dynamic analyses and is readily used in performance-based seismic design and evaluation. The Scaled NDP appears to provide a valid basis for establishing force quantities at stated levels of confidence and provides an indication of deformation demands for use in design and evaluation. The results can be used to determine the strengths required of members in order to ensure that ductile behavior develops, and to evaluate the deformation performance of a given design. © 2006 Elsevier Ltd. All rights reserved.en_US
dc.language.isoenen_US
dc.relation.ispartofEngineering Structuresen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDynamic analysisen_US
dc.subjectEarthquake engineeringen_US
dc.subjectNonlinear responseen_US
dc.subjectDeformationen_US
dc.subjectDegrees of freedom (mechanics)en_US
dc.subjectDuctilityen_US
dc.subjectDynamic responseen_US
dc.subjectNonlinear systemsen_US
dc.subjectSeismic designen_US
dc.subjectStrength of materialsen_US
dc.subjectVibrations (mechanical)en_US
dc.subjectScaled nonlinear dynamic procedureen_US
dc.subjectdeformationen_US
dc.subjectdynamic analysisen_US
dc.subjectearthquake engineeringen_US
dc.subjectground motionen_US
dc.subjectnonlinearityen_US
dc.subjectseismic designen_US
dc.subjectseismic responseen_US
dc.subjectstrengthen_US
dc.subjectvibrationen_US
dc.titleThe scaled nonlinear dynamic procedureen_US
dc.typeArticleen_US
dc.identifier.volume29en_US
dc.identifier.issue7en_US
dc.identifier.startpage1422
dc.identifier.startpage1422en_US
dc.identifier.endpage1441en_US
dc.identifier.doi10.1016/j.engstruct.2006.07.020-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-34249775801en_US
dc.identifier.wosWOS:000247755500014en_US
dc.identifier.scopusqualityQ1-
dc.ownerPamukkale University-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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