The development of a minimum weight design algorithm using fully stressed design iteration

dc.contributor.authorRaze, James D.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2019-02-15T20:59:43Zen
dc.date.available2019-02-15T20:59:43Zen
dc.date.issued1984en
dc.description.abstractThis thesis presents the development and results of an iterative method for obtaining a minimum weight structural design, called an optimum design. The optimum design iteration is based on a sequence of fully stressed designs, each intermediate design possessing a distinct set of allowable stresses that force the desirable design changes to occur. The test for the optimum state is based on the Kuhn-Tucker conditions, where negative Lagrange multipliers in the set identify element parameters that can be changed to produce a lighter weight structure. Five case studies are presented to demonstrate the algorithm.en
dc.description.degreeM.S.en
dc.format.extentvi, 153 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/87636en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Institute and State Universityen
dc.relation.isformatofOCLC# 11704695en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1984.R393en
dc.subject.lcshMathematical optimizationen
dc.subject.lcshStructural design$vCase studiesen
dc.subject.lcshStructural design -- Mathematical modelsen
dc.titleThe development of a minimum weight design algorithm using fully stressed design iterationen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameM.S.en

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