Effect of Wide Loading Elements and Shear Span-to-Depth Ratio on the Behavior of Shear Critical Reinforced Concrete Deep Beams.

Simple item page
dc.contributor.advisorGiorgio Proestos, Chair
dc.contributor.advisorMervyn Kowalsky, Member
dc.contributor.advisorRudolf Seracino, Member
dc.contributor.authorQambar, Mohammad
dc.date.accepted2020-07-15
dc.date.accessioned2020-07-18T12:30:35Z
dc.date.available2020-07-18T12:30:35Z
dc.date.defense2020-07-06
dc.date.issued2020-07-06
dc.date.released2020-07-18
dc.date.reviewed2020-07-14
dc.date.submitted2020-07-08
dc.degree.disciplineCivil Engineering
dc.degree.levelthesis
dc.degree.nameMaster of Science
dc.identifier.otherdeg22299
dc.identifier.urihttps://www.lib.ncsu.edu/resolver/1840.20/38164
dc.titleEffect of Wide Loading Elements and Shear Span-to-Depth Ratio on the Behavior of Shear Critical Reinforced Concrete Deep Beams.

Files

Original bundle

Now showing 1 - 1 of 1
No Thumbnail Available
Name:
etd.pdf
Size:
85.27 MB
Format:
Adobe Portable Document Format
Download

Collections

Theses