Design of a cable-stayed precast post-tensioned box girder bridge

Simple item page
dc.contributor.authorDeneke, Bernard Josephen
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2022-06-29T19:26:47Zen
dc.date.available2022-06-29T19:26:47Zen
dc.date.issued1986en
dc.description.abstractAn overview of current practice in the field of cable-stayed post-tensioned precast box girder technology and construction is presented. Likewise, a preliminary design for a 600 foot main span cable-stayed post-tensioned box girder bridge is presented. The analysis considers dead load, and live loadings acting on the girder using nonlinear analysis assumptions governing the bridges response. Since specific codes governing cable-stayed bridges are not presented in the AASHTO Code, analysis was based on allowable stresses where requirements in the AASHTO code were not specified.en
dc.description.degreeM.S.en
dc.format.extentv, 67 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/111030en
dc.language.isoenen
dc.publisherVirginia Polytechnic Institute and State Universityen
dc.relation.isformatofOCLC# 15801957en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1986.D464en
dc.subject.lcshCable-stayed bridgesen
dc.titleDesign of a cable-stayed precast post-tensioned box girder bridgeen
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

Files

Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
LD5655.V855_1986.D464.pdf
Size:
2.91 MB
Format:
Adobe Portable Document Format
Download

Collections

Masters Theses