| dc.contributor.advisor | White, Donald W. | |
| dc.contributor.advisor | Zureick, Abdul-Hamid | |
| dc.contributor.advisor | Davis, Brad | |
| dc.contributor.author | Jha, Amit Prashant | |
| dc.date.accessioned | 2017-01-11T14:01:52Z | |
| dc.date.available | 2017-01-11T14:01:52Z | |
| dc.date.created | 2016-12 | |
| dc.date.issued | 2016-08-25 | |
| dc.date.submitted | December 2016 | |
| dc.identifier.uri | http://hdl.handle.net/1853/56250 | |
| dc.description.abstract | This research aims to explain the mechanisms of development of shear strength in built-up I-section members having stiffened and unstiffened webs, with emphasis on the behavior for cases with widely-spaced transverse stiffeners. Sensitivities of the shear resistance to imperfection magnitude, flange thickness and potential end anchorage details also are considered. | |
| dc.format.mimetype | application/pdf | |
| dc.language.iso | en_US | |
| dc.publisher | Georgia Institute of Technology | |
| dc.subject | Shear Strength | |
| dc.subject | Built-up I-Section | |
| dc.subject | Unstiffened panels | |
| dc.title | Investigation of the shear-strength of built-up I-section members | |
| dc.type | Text | |
| dc.description.degree | M.S. | |
| dc.contributor.department | Civil and Environmental Engineering | |
| thesis.degree.level | Masters | |
| dc.type.genre | Thesis | |
| dc.date.updated | 2017-01-11T14:01:52Z | |
