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https://hdl.handle.net/11499/4228
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Aschheim, M. | - |
dc.contributor.author | Tjhin, T. | - |
dc.contributor.author | Comartin, C. | - |
dc.contributor.author | Hamburger, R. | - |
dc.contributor.author | İnel, Mehmet. | - |
dc.date.accessioned | 2019-08-16T11:32:56Z | |
dc.date.available | 2019-08-16T11:32:56Z | |
dc.date.issued | 2007 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://hdl.handle.net/11499/4228 | - |
dc.identifier.uri | https://doi.org/10.1016/j.engstruct.2006.07.020 | - |
dc.description.abstract | Although 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.iso | en | en_US |
dc.relation.ispartof | Engineering Structures | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Dynamic analysis | en_US |
dc.subject | Earthquake engineering | en_US |
dc.subject | Nonlinear response | en_US |
dc.subject | Deformation | en_US |
dc.subject | Degrees of freedom (mechanics) | en_US |
dc.subject | Ductility | en_US |
dc.subject | Dynamic response | en_US |
dc.subject | Nonlinear systems | en_US |
dc.subject | Seismic design | en_US |
dc.subject | Strength of materials | en_US |
dc.subject | Vibrations (mechanical) | en_US |
dc.subject | Scaled nonlinear dynamic procedure | en_US |
dc.subject | deformation | en_US |
dc.subject | dynamic analysis | en_US |
dc.subject | earthquake engineering | en_US |
dc.subject | ground motion | en_US |
dc.subject | nonlinearity | en_US |
dc.subject | seismic design | en_US |
dc.subject | seismic response | en_US |
dc.subject | strength | en_US |
dc.subject | vibration | en_US |
dc.title | The scaled nonlinear dynamic procedure | en_US |
dc.type | Article | en_US |
dc.identifier.volume | 29 | en_US |
dc.identifier.issue | 7 | en_US |
dc.identifier.startpage | 1422 | |
dc.identifier.startpage | 1422 | en_US |
dc.identifier.endpage | 1441 | en_US |
dc.identifier.doi | 10.1016/j.engstruct.2006.07.020 | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.scopus | 2-s2.0-34249775801 | en_US |
dc.identifier.wos | WOS:000247755500014 | en_US |
dc.identifier.scopusquality | Q1 | - |
dc.owner | Pamukkale University | - |
item.openairetype | Article | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.cerifentitytype | Publications | - |
item.fulltext | No Fulltext | - |
item.languageiso639-1 | en | - |
item.grantfulltext | none | - |
crisitem.author.dept | 10.02. 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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