Comparison of the Provisions of ACI318-19 Code and Eurocode on the Structural Design and Cost Analysis, of a High-rise Concrete Building Subjected to Seismic & Wind Forces

dc.Location2021 TA 633 O97
dc.SupervisorProfessor Abid Abu-Tair and Dr Gul Ahmed Jokhio
dc.contributor.authorOussadou, Samy Elhadi
dc.date.accessioned2021-08-08T05:33:16Z
dc.date.available2021-08-08T05:33:16Z
dc.date.issued2021-05
dc.description.abstractThis work aims to compare two codes; ACI 318-19 and Eurocode in terms of lateral effect on high-rise building, focusing on the seismic and wind provisions, and since these two forces effect the structural elements geometry, thus the cost comparison was included, by comparing the amount of reinforcement used. Since both of the codes have different standards and factors, therefor it is expected that there will be some differences in the structural design. This research contain design and analyses of a high-rise building consisting of 50 storeys reinforced concrete structure and comparison of several provisions. This research study investigates the difference between seismic and wind results between the two codes and if there might be any differences in the structural elements reinforcement amount, which will affect the cost of the building.en_US
dc.identifier.other20198032
dc.identifier.urihttps://bspace.buid.ac.ae/handle/1234/1883
dc.language.isoenen_US
dc.publisherThe British University in Dubai (BUiD)en_US
dc.subjectseismicen_US
dc.subjectwinden_US
dc.subjectlateral forcesen_US
dc.subjectcosten_US
dc.subjecthigh-rise buildingen_US
dc.subjectstructural designen_US
dc.subjectUnited Arab Emirates (UAE)en_US
dc.titleComparison of the Provisions of ACI318-19 Code and Eurocode on the Structural Design and Cost Analysis, of a High-rise Concrete Building Subjected to Seismic & Wind Forcesen_US
dc.title.alternativeDesign, Cost Analysis, of High-rise Concrete Building Subjected to Seismic & wind Comparison of the Provisions of ACI318-19 Code and Eurocodeen_US
dc.typeDissertationen_US
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