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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/17831
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DC FieldValueLanguage
dc.contributor.advisorTso, W.K.-
dc.contributor.authorGhobarah, Ahmed A.-
dc.date.accessioned2015-07-29T22:02:46Z-
dc.date.available2015-07-29T22:02:46Z-
dc.date.issued1967-09-
dc.identifier.urihttp://hdl.handle.net/11375/17831-
dc.description.abstract<p> This thesis deals with the analytical and experimental study of buckling strength, of thin walled channel struts, of different geometrical dimensions. The influence of the dimensions of the columns on the buckling strength has been studied.</p> <p> The experimental work consisted of testing different channels of thin sheeting to failure. Comparison has been made with the previous work done and a comparison is made between the theoretical predicted values and the experimental results. The Appendix includes detailed mathematical procedure and matrices formulations.</p>en_US
dc.language.isoen_USen_US
dc.subjectbuckling, strength, stability, channel, thin walleden_US
dc.titleStability of Open Thin Walled Channel Columnsen_US
dc.typeThesisen_US
dc.contributor.departmentCivil Engineering and Engineering Mechanicsen_US
dc.description.degreetypeThesisen_US
dc.description.degreeMaster of Engineering (MEngr)en_US
Appears in Collections:Open Access Dissertations and Theses

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