Analysis and Design of Deteriorated Prestressed Concrete Bridge Beams in Flexure and Shear Repaired with Prestressed Mechanically-Fastened Fiber-Reinforced Polymer.

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dc.contributor.advisorRudolf Seracino, Chair
dc.contributor.advisorGregory Lucier, Member
dc.contributor.advisorGiorgio Proestos, Member
dc.contributor.advisorKara Peters, Member
dc.contributor.authorLin, Sheng-Hsuan
dc.date.accepted2021-08-20
dc.date.accessioned2021-08-21T12:30:26Z
dc.date.available2021-08-21T12:30:26Z
dc.date.defense2021-07-27
dc.date.issued2021-07-27
dc.date.released2021-08-21
dc.date.reviewed2021-08-10
dc.date.submitted2021-08-09
dc.degree.disciplineCivil Engineering
dc.degree.leveldissertation
dc.degree.nameDoctor of Philosophy
dc.identifier.otherdeg26577
dc.identifier.urihttps://www.lib.ncsu.edu/resolver/1840.20/39056
dc.titleAnalysis and Design of Deteriorated Prestressed Concrete Bridge Beams in Flexure and Shear Repaired with Prestressed Mechanically-Fastened Fiber-Reinforced Polymer.

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