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dc.contributor.authorCunniff, Patrick Francisen_US
dc.date.accessioned2014-03-14T21:41:50Z
dc.date.available2014-03-14T21:41:50Z
dc.date.issued1956-06-15en_US
dc.identifier.otheretd-08012012-040027en_US
dc.identifier.urihttp://hdl.handle.net/10919/44034
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_US
dc.format.mediumBTDen_US
dc.publisherVirginia Techen_US
dc.relation.haspartLD5655.V855_1956.C866.pdfen_US
dc.subjectGirdersen_US
dc.subject.lccLD5655.V855 1956.C866en_US
dc.titleFree vibrations of a vierendeel girderen_US
dc.typeThesisen_US
dc.contributor.departmentStructural Engineeringen_US
dc.description.degreeMaster of Scienceen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Instituteen_US
thesis.degree.disciplineStructural Engineeringen_US
dc.contributor.committeechairRogers, Grover L.en_US
dc.contributor.committeememberWhittemore, John A.en_US
dc.contributor.committeememberPardue, Louis A.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-08012012-040027/en_US
dc.date.sdate2012-08-01en_US
dc.date.rdate2012-08-01
dc.date.adate2012-08-01en_US


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