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Free vibrations of a vierendeel girder

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dc.contributor.authorCunniff, Patrick Francisen
dc.contributor.committeechairRogers, Grover L.en
dc.contributor.committeememberWhittemore, John A.en
dc.contributor.committeememberPardue, Louis A.en
dc.contributor.departmentStructural Engineeringen
dc.date.accessioned2014-03-14T21:41:50Zen
dc.date.adate2012-08-01en
dc.date.available2014-03-14T21:41:50Zen
dc.date.issued1956-06-15en
dc.date.rdate2012-08-01en
dc.date.sdate2012-08-01en
dc.description.abstractAs a suggestion for further work in deriving the equations by the Principle of Virtual Displacements, it might be advisable to write the equations based on the vertical displacements of the points of inflection of each column. The concentrated mass of each panel would be located at the center of the respective columns. This appears to be a better approximation than concentrating each mass at the lower joint.en
dc.description.degreeMaster of Scienceen
dc.format.extent81 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-08012012-040027en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-08012012-040027/en
dc.identifier.urihttp://hdl.handle.net/10919/44034en
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1956.C866.pdfen
dc.relation.isformatofOCLC# 25850289en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1956.C866en
dc.subject.lcshGirders -- Vibrationen
dc.titleFree vibrations of a vierendeel girderen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineStructural Engineeringen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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