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https://hdl.handle.net/11499/47962
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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 | Inel M. | - |
dc.date.accessioned | 2023-01-09T21:31:02Z | - |
dc.date.available | 2023-01-09T21:31:02Z | - |
dc.date.issued | 2004 | - |
dc.identifier.isbn | 0784407002 | - |
dc.identifier.uri | https://hdl.handle.net/11499/47962 | - |
dc.description | Struct. Engi. Institute of the American Society of Civil Engi. | en_US |
dc.description | Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future -- 22 May 2004 through 26 May 2004 -- Nashville, TN -- 63373 | en_US |
dc.description.abstract | A preliminary version of a new seismic analysis procedure is presented. The Scaled Nonlinear Dynamic Procedure (NDP) overcomes inaccuracies associated with other methods of analysis and can readily be used in conjunction with the Nonlinear Static Procedure (NSP) for performance-based seismic design and evaluation. | en_US |
dc.description.sponsorship | Federal Emergency Management Agency | en_US |
dc.description.sponsorship | This paper describes work performed under the auspices of the ATC-55 project of the Applied Technology Council, funded by the Federal Emergency Management Agency. Guidance provided by the Project Management Committee is appreciated. In addition, the assistance of Professor Y.K. Wen, and the thoughtful consideration given by Professor Helmut Krawinkler are gratefully acknowledged. The views expressed do not necessarily represent those of the above individuals and organizations. Appendix A | en_US |
dc.language.iso | en | en_US |
dc.relation.ispartof | Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Acceleration | en_US |
dc.subject | Accreditation | en_US |
dc.subject | Buildings | en_US |
dc.subject | Degrees of freedom (mechanics) | en_US |
dc.subject | Dynamics | en_US |
dc.subject | Load limits | en_US |
dc.subject | Matrix algebra | en_US |
dc.subject | Oscillators (electronic) | en_US |
dc.subject | Shear walls | en_US |
dc.subject | Vectors | en_US |
dc.subject | Capacity spectrum methods | en_US |
dc.subject | Nonlinear dynamic procedures (NDP) | en_US |
dc.subject | Nonlinear static procedures (NSP) | en_US |
dc.subject | Seismic analysis | en_US |
dc.subject | Seismology | en_US |
dc.title | The scaled nonlinear dynamic procedure [Conference Paper] | en_US |
dc.type | Conference Object | en_US |
dc.identifier.startpage | 717 | en_US |
dc.identifier.endpage | 724 | en_US |
dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 6603554276 | - |
dc.authorscopusid | 21735119000 | - |
dc.authorscopusid | 6506099498 | - |
dc.authorscopusid | 55353312000 | - |
dc.authorscopusid | 55894025500 | - |
dc.identifier.scopus | 2-s2.0-3543150182 | en_US |
item.openairetype | Conference Object | - |
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 |
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