The effect of support motion on structures: a study of the use of harmonic analysis

dc.contributor.authorGruver, Arthur B.en
dc.contributor.departmentStructural Engineeringen
dc.date.accessioned2016-02-01T14:44:56Zen
dc.date.available2016-02-01T14:44:56Zen
dc.date.issued1968en
dc.description.abstractA single-degree of freedom rigid framed structure with variable loading is studied under the influence of five artificial earthquakes applied directly by use of the lumped-impulse numerical integration method and indirectly by converting the psuedo-accelero-grams of the artificial earthquakes into a half range sine expansion of the Fourier series by harmonic analysis. A comparison of the results obtained by each method is made for (a) an elastic system with no damping, (b) an elastic system with ten per cent of critical damping, and (c) an elasto-plastic system with ten per cent of critical damping. The objective of this study was to find through harmonic analysis a method to predict the approximate deflections of structures that might be caused by major earthquakes. It was found that the randomness of motion expressed by the psuedo-accelerograms does not permit generalizing the results of the harmonic analysis.en
dc.description.degreeMaster of Scienceen
dc.format.extent48 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/64579en
dc.language.isoenen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 38301095en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1968.G75en
dc.titleThe effect of support motion on structures: a study of the use of harmonic analysisen
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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