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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/8729
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dc.contributor.advisorLevinson, M.en_US
dc.contributor.authorEl, Menoufy B. M.en_US
dc.date.accessioned2014-06-18T16:43:48Z-
dc.date.available2014-06-18T16:43:48Z-
dc.date.created2009-06-29en_US
dc.date.issued1977-08en_US
dc.identifier.otheropendissertations/391en_US
dc.identifier.other1223en_US
dc.identifier.other884156en_US
dc.identifier.urihttp://hdl.handle.net/11375/8729-
dc.description.abstract<p>The free vibrations of skirt supported pressure vessels are studied in this thesis; both cantilevered and fixed-pinned systems are considered. A hierarchy of models, ranging from a rigid mass (vessel) supported by massless Euler-Bernoulli beam (skirt) to a model in which both components are represented by Timoshenko beams, is subjected to analysis. Several typical numerical examples are considered for both sets of boundary conditions. The results of these calculations indicate that whereas the cantilevered system may be modeled with fair accuracy, compared to the most sophisticated model considered, by a rigid mass supported by a massless beam capable of undergoing shear deformation, it is necessary to model all components of the fixed-pinned system by Timsoshenko beams, i.e. the most sophisticated model considered. The first two mode shapes for all models of a typical case of each configuration are shown. Finally, some comments on the modeling and analysis of specific realistic systems are made.</p>en_US
dc.subjectCivil Engineeringen_US
dc.subjectCivil Engineeringen_US
dc.titleFree Vibrations of Skirt Supported Pressure Vesselsen_US
dc.typethesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Engineering (ME)en_US
Appears in Collections:Open Access Dissertations and Theses

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