An experimental investigation of critical buckling load of pipe built-up columns
dc.contributor.advisor | Graff, William J. | |
dc.contributor.committeeMember | White, Ardis H. | |
dc.contributor.committeeMember | Michalopoulos, Constantine D. | |
dc.contributor.committeeMember | Nash, James M. | |
dc.creator | Patel, Atul K. | |
dc.date.accessioned | 2022-11-28T21:43:54Z | |
dc.date.available | 2022-11-28T21:43:54Z | |
dc.date.copyright | 1969 | |
dc.date.issued | 1969 | |
dc.description.abstract | Built-up columns are used as Eisnibers of very important structure like offshore platforas, power transmission towers, transmission and reception towers of radio and television, etc. The critical buckling load is the important criterion of the built-tip column design. This thesis presents an experimental investigation of the critical buckling load for triangular built-up columns. Six hinged-end built-up columns prepared from pipes were tested. Test results are compared with the calculated values predicted by theory. The comparison shows that the critical buckling strength of triangularly laced built-up columns of tubular members may be predicted, adequately by the theory. | |
dc.description.department | Civil and Environmental Engineering, Department of | |
dc.format.digitalOrigin | reformatted digital | |
dc.format.mimetype | application/pdf | |
dc.identifier.other | 13863620 | |
dc.identifier.uri | https://hdl.handle.net/10657/12771 | |
dc.language.iso | en | |
dc.rights | This item is protected by copyright but is made available here under a claim of fair use (17 U.S.C. Section 107) for non-profit research and educational purposes. Users of this work assume the responsibility for determining copyright status prior to reusing, publishing, or reproducing this item for purposes other than what is allowed by fair use or other copyright exemptions. Any reuse of this item in excess of fair use or other copyright exemptions requires express permission of the copyright holder. | |
dc.title | An experimental investigation of critical buckling load of pipe built-up columns | |
dc.type.dcmi | Text | |
dc.type.genre | Thesis | |
dcterms.accessRights | The full text of this item is not available at this time because it contains documents that are presumed to be under copyright and are accessible only to users who have an active CougarNet ID. This item will continue to be made available through interlibrary loan. | |
thesis.degree.college | Cullen College of Engineering | |
thesis.degree.department | Civil Engineering, Department of | |
thesis.degree.discipline | Civil Engineering | |
thesis.degree.grantor | University of Houston | |
thesis.degree.level | Masters | |
thesis.degree.name | Master of Science |
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