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dc.contributor.advisorShaker Al-Bitar
dc.contributor.authorQais Tanbour
dc.contributor.authorNabeel Bishtawy
dc.contributor.authorSabri Hasan
dc.contributor.authornedal aqel
dc.date.accessioned2019-02-24T08:15:40Z
dc.date.available2019-02-24T08:15:40Z
dc.date.issued2018
dc.identifier.urihttps://hdl.handle.net/20.500.11888/14246
dc.description.abstractA mathematical model for analysis and design of UMT Exhibition in Nablus is developed, using the finite element package(software) SAP2000, ETABS and SAFE. Shell, bracing, beam and column elements were used to simulate the building behavior. The modeling techniques were described. Checks for stiffness, strength adequacy and energy dissipation capacity of used members were performed in order to have a reliable load path. Equivalent lateral force and Modal Response Spectrum Analysis for building with viscus damping were developed. The effect of damping on the response of elastic, multiple-degree-of-freedom system was studied by linear analysis. A relatively simple nonlinear analysis method used to assess the behavior of structure under lateral load is performed using pushover analysis of a multi‐degree‐of‐freedom. Results for each method are illustrated. A comparison between the different methods is made. New structural systems for the building are suggested to be negotiated in future.en_US
dc.titleAnalysis and Design of UMT Buildingen_US
dc.typeGraduation Projecten_US


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