An introduction to geometrically nonlinear finite element stiffness analysis using the incremental step and equilibrium methods

dc.contributor.authorStewart, Warren Averillen
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2022-06-29T19:26:41Zen
dc.date.available2022-06-29T19:26:41Zen
dc.date.issued1972en
dc.description.abstractThe derivation of the beam-column element matrices and development of the incremental step method and of the equilibrium method are abstracted from other authors. Emphasis is placed on the consistency of the assumptions and restrictions imposed upon the element and the two methods. Two algorithms are developed describing the two methods and are compatible with the element. Three example problems are solved illustrating the features of the two methods. A comparison of the solutions obtained for each method is made.en
dc.description.degreeM.S.en
dc.format.extentvi, 54 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/110996en
dc.language.isoenen
dc.publisherVirginia Polytechnic Institute and State Universityen
dc.relation.isformatofOCLC# 33420640en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1972.S773en
dc.titleAn introduction to geometrically nonlinear finite element stiffness analysis using the incremental step and equilibrium methodsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameM.S.en

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