Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4440
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dc.contributor.authorGoel, Anand Prakash-
dc.date.accessioned2014-10-06T10:16:14Z-
dc.date.available2014-10-06T10:16:14Z-
dc.date.issued1967-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4440-
dc.guideArya, A. S.-
dc.description.abstractIn recent years Hyperbolic .Paraboloid shells have become very popular for roof structures of practically any shape on account of their pleasing appearance, economic use of construction materials and ease in construction. It appears that this doubly curved anti-clastic shell was first used 'by Aimond in France in early 1930's to cover wide span aircraft hangars. But it became very popular due to interesting examples of the Mexican architect engineer Felix Candela(27'28) who has used this versatile form for houses, churches, industrial buildings and even foundations. Among spectacular applications are the Phillips Pavilion(148) at the Brussels World Fair (1958) designed by Le-Corbusier, Gantt Aviation Hangar, Texas (150'x150 'with 38' rise, thickness 2.5" to 3.5" ), Grand stand Racing track, Ohio (World's largest shell roof 116'x300', 51' high and 5"thick. It has 5 panels of 116'x60' inverted umbrella roof). ?ecause of the wide-spread use of this type of the shell, much attent-ion has been devoted in the technical literature to the study of. advantages and applications. of Hyper-bolic Paraboloid shells in architectural and struct-ural design. Inspite of this extensive literatureen_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectBENDING ANALYSISen_US
dc.subjectPARABOLOIDSen_US
dc.subjectHYPERBOLICen_US
dc.titleBENDING ANALYSIS OF HYPERBOLIC PARABOLOIDSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number65048en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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