Stochastic response of single degree of freedom hysteretic oscillators

dc.contributor.authorMaldonado, Gustavo Omaren
dc.contributor.committeechairSingh, Mahendra P.en
dc.contributor.committeememberHeller, Robert A.en
dc.contributor.committeememberFrederick, Danielen
dc.contributor.departmentEngineering Mechanicsen
dc.date.accessioned2014-03-14T21:49:58Zen
dc.date.adate2012-11-17en
dc.date.available2014-03-14T21:49:58Zen
dc.date.issued1987en
dc.date.rdate2012-11-17en
dc.date.sdate2012-11-17en
dc.description.abstractDuring strong ground shaking structures often become inelastic and respond hysteretically. Therefore, in this study some hysteretic models commonly used in seismic structural analysis are studied. In particular the characteristics of a popular endochronic model proposed by Bouc and Wen are examined in detail. In addition, analytical expressions have also been developed for most commonly used bilinear model as well as another model, herein called as the hyperbolic model.</p>en
dc.description.degreeMaster of Scienceen
dc.format.extentvi, 86 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-11172012-040239en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-11172012-040239/en
dc.identifier.urihttp://hdl.handle.net/10919/45804en
dc.language.isoen_USen
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1987.M345.pdfen
dc.relation.isformatofOCLC# 16796289en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1987.M345en
dc.subject.lcshOscillators, Electricen
dc.subject.lcshHysteresisen
dc.subject.lcshNonlinear theoriesen
dc.subject.lcshStochastic analysisen
dc.titleStochastic response of single degree of freedom hysteretic oscillatorsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineEngineering Mechanicsen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen
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