Please use this identifier to cite or link to this item:
DC FieldValueLanguage
dc.contributor.advisorZerbe, Hikmaten_US
dc.contributor.authorFarah, Nicoleen_US
dc.contributor.authorHorkos, Lineen_US
dc.contributor.authorSaade, Gergesen_US
dc.descriptionIncludes bibliographical references (p. 91).en_US
dc.descriptionSupervised by Dr. Hikmat Zerbe.en_US
dc.description.abstractThis project consists of the design of a 21 storey building including five basements, located in Ashrafieh. It comprises two-way waffle slabs at the basement levels and post tension slabs in the above ground slabs. It also includes design of shear walls, basement wall, beams, spandrel beam, columns, stairs, ramp, and mat foundation. ACI 318-11, ASCE 7-10 and UBC 97 were used for the design criteria and calculations including the load estimation. ETABS 2015 was used to model the building and to design beams, columns, basement wall, shear walls, stair and spandrel beam while SAFE 2014 was used to design slabs and foundations. ETABS was also used to perform the dynamic analysis of the building.en_US
dc.description.statementofresponsibilityby Nicole Farah, Line Horkos, Gerges Saadeen_US
dc.format.extentxiii, 91 p. :ill., tables ;30 cmen_US
dc.rightsThis object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holderen_US
dc.subject.lcshEarthquake engineeringen_US
dc.subject.lcshStructural analysis (Engineering)en_US
dc.titleSeismic design of a tower buildingen_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.description.degreeMS in Civil Engineeringen_US
Appears in Collections:UOB Theses and Projects
Show simple item record

Record view(s)

checked on Jun 21, 2021

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.