Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/1407
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ramirez, Oscar M. | - |
dc.contributor.author | Constantinou, Michael C. | - |
dc.contributor.author | Whittaker, Andrew S. | - |
dc.contributor.author | Kircher, Charles Alan | - |
dc.contributor.author | Johnson, Martin W. | - |
dc.contributor.author | Chrysostomou, Christis | - |
dc.contributor.other | Χρυσοστόμου, Κρίστης | - |
dc.date.accessioned | 2013-03-06T15:27:32Z | en |
dc.date.accessioned | 2013-05-17T05:23:01Z | - |
dc.date.accessioned | 2015-12-02T10:12:25Z | - |
dc.date.available | 2013-03-06T15:27:32Z | en |
dc.date.available | 2013-05-17T05:23:01Z | - |
dc.date.available | 2015-12-02T10:12:25Z | - |
dc.date.issued | 2003-11-01 | - |
dc.identifier.citation | Earthquake spectra, 2003, vol. 19, no. 4, pp. 981-999 | en_US |
dc.identifier.issn | 87552930 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/1407 | - |
dc.description.abstract | Equivalent lateral force and modal analysis procedures for yielding buildings with damping systems were developed, validated, and incorporated in the 2000 NEHRP Provisions. Key to the implementation of the procedures was the validation process that demonstrated the accuracy of the proposed procedures. The procedures for implementing yielding, viscoelastic, linear viscous, and nonlinear viscous dampers were tested using the results of nonlinear response-history analysis on sample three- and six-story frames and were found to be robust. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.relation.ispartof | Earthquake Spectra | en_US |
dc.rights | © Earthquake Engineering Research Institute | en_US |
dc.rights | Attribution-NonCommercial-NoDerivs 3.0 United States | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/us/ | * |
dc.subject | Earthquakes | en_US |
dc.subject | Seismology | en_US |
dc.subject | Structural design | en_US |
dc.title | Validation of the 2000 NEHRP provisions' equivalent lateral force and modal analysis procedures for buildings with damping systems | en_US |
dc.type | Article | en_US |
dc.collaboration | Higher Technical Institute Cyprus | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.journals | Hybrid Open Access | en_US |
dc.country | Cyprus | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.1193/1.1622392 | en_US |
dc.dept.handle | 123456789/54 | en |
dc.relation.issue | 4 | en_US |
dc.relation.volume | 19 | en_US |
cut.common.academicyear | 2003-2004 | en_US |
dc.identifier.spage | 981 | en_US |
dc.identifier.epage | 999 | en_US |
item.grantfulltext | none | - |
item.cerifentitytype | Publications | - |
item.fulltext | No Fulltext | - |
item.languageiso639-1 | en | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.openairetype | article | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-7141-7423 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
crisitem.journal.journalissn | 1944-8201 | - |
crisitem.journal.publisher | Sage | - |
Appears in Collections: | Άρθρα/Articles |
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