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dc.contributor.authorMartin, David N.en
dc.date.accessioned2014-03-14T21:31:51Zen
dc.date.available2014-03-14T21:31:51Zen
dc.date.issued1993en
dc.identifier.otheretd-03172010-020113en
dc.identifier.urihttp://hdl.handle.net/10919/41651en
dc.description.abstractThis project was conducted to examine seismic design requirements in areas of low seismic activity. To accomplish this study two designs of a hypothetical four story office building were completed. The first design was completed for gravity and wind loads. The second design was completed for gravity and seismic forces. Comparisons of both designs were made to examine differences in member sizes, support conditions and the design of fully restrained connections.en
dc.format.extentvii, 233 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.isformatofOCLC# 29323514en
dc.relation.haspartLD5655.V851_1993.M377.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V851 1993.M377en
dc.subject.lcshEarthquake engineeringen
dc.subject.lcshEarthquake hazard analysisen
dc.subject.lcshOffice buildings -- Evaluationen
dc.titleEvaluation and comparison of a non-seismic design and seismic design for a low rise office buildingen
dc.typeMaster's projecten
dc.contributor.departmentCivil Engineeringen
dc.description.degreeMaster of Engineeringen
thesis.degree.nameMaster of Engineeringen
thesis.degree.levelmastersen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.disciplineCivil Engineeringen
dc.type.dcmitypeTexten
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-03172010-020113/en
dc.date.sdate2010-03-17en
dc.date.rdate2010-03-17en
dc.date.adate2010-03-17en


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