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dc.contributor.advisorJacobs, Ron
dc.contributor.authorHornyak, Thomas E.
dc.date1999
dc.date.accessioned2014-03-12T18:26:11Z
dc.date.available2014-03-12T18:26:11Z
dc.date.issued1999
dc.identifier.urihttp://hdl.handle.net/10945/39416
dc.descriptionApproved for public release; distribution is unlimited.en_US
dc.descriptionCIVINS (Civilian Institutions) Thesis documenten_US
dc.descriptionIncludes supplementary material. The following documents are included: Hornyak_FORTAN_Programs.zip (includes the files "stiffness_subs.F90", "Inverter.f90", "multiload_MAIN.f90", "Multiload_subs.F90", "singleload_MAIN.f90", "Sinlgeload_subs.F90", "Solver.f90", "stiffness_MAIN.F90", "RESULTS.TXT") and Hornyak_EXCEL.zip (includes the files "EXCEL Loading Tables.xls", "Loading Cycles.xls", "MATRICES.xls", "Report Tables.xls)en_US
dc.description.abstractThis project examines the feasibility of the creating a re-usable modular bridge kit that can be adaptable to meet the dimensional and loading needs of a given situation. The resulting body of work considers such a kit using a pin-jointed Warren truss capen_US
dc.format.extentiii, 67 leaves;28 cm.en_US
dc.language.isoen_US
dc.publisherOld Dominion Universityen_US
dc.rightsThis publication is a work of the U.S. Government as defined in Title 17, United States Code, Section 101. Copyright protection is not available for this work in the United States.en_US
dc.titleUse of pin-jointed members in rapidly constructed temporary bridgesen_US
dc.typeThesisen_US
dc.contributor.corporateOld Dominion University
dc.description.serviceU.S. Navy (U.S.N.) authoren_US
dc.identifier.oclcocn640936975
etd.thesisdegree.nameMaster of Engineering and Civil Engineeringen_US
etd.thesisdegree.levelMastersen_US
etd.thesisdegree.disciplineEngineeringen_US
etd.thesisdegree.disciplineCivil Engineeringen_US
etd.thesisdegree.grantorOld Dominion Universityen_US


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