Parametric Study of Gabled Hyperbolic Paraboloid Reinforced Concrete Shell Roof

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dc.contributor.advisorShifferaw, Taye (PhD)
dc.contributor.authorIbsa, Nugusa
dc.date.accessioned2020-03-04T12:36:09Z
dc.date.accessioned2023-11-11T12:56:27Z
dc.date.available2020-03-04T12:36:09Z
dc.date.available2023-11-11T12:56:27Z
dc.date.issued2019-10
dc.description.abstractThe structural behavior of the gabled hyperbolic paraboloid (hypar) reinforced concrete shell roof is investigated to use it efficiently. To attain this purpose, the parametric study of the gabled hypar reinforced concrete shell is carried out using the finite element software package SAP2000. From the analysis result membrane shear force increase with increasing shell ratio of the side, shell thickness, ridge beam depth and width, tie beam width, shell and ridge beam concrete class, and decreasing shell rise to span ratio, edge beam depth and width, edge and ridge beam concrete class. Moreover, the displacement increase as shell ratio of the side, ridge beam depth and width and tie beam width increase, and shell rise to span ratio, shell thickness, edge beam depth and width, shell, edge beam and ridge beam concrete class decrease.en_US
dc.identifier.urihttp://etd.aau.edu.et/handle/12345678/20840
dc.language.isoen_USen_US
dc.publisherAddis Ababa Universityen_US
dc.subjectConcrete Shell Roofen_US
dc.subjectGabled Hyperbolic Paraboloiden_US
dc.subjectReinforced Concreteen_US
dc.titleParametric Study of Gabled Hyperbolic Paraboloid Reinforced Concrete Shell Roofen_US
dc.typeThesisen_US

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