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|Title:||Seismic design of a ten storey residential building||Authors:||Baalbaki, Amal
Sayadi, Taha El
|Advisors:||Naja, Mohamad||Subjects:||Earthquake resistant design
The project under study is a ten story residential building, one ground floor, and one basement. Located in Tripoli Basatin and built on medium dense soil, the structure lies in a seismic zone 3 (UBC 97). The total height of the building is 33 m, with a typical story height of 3 m. Basement floor consists of parking and private stores with an area of 854m2 , the ground floor consists of guarder lodgment, and two apartments having a total area of 463 m2 , and ten typical floors each contains three apartments with total area of 463 m2 . Shear walls structural system will be used to resist the effect of earthquake ground motion. A Dynamic analysis based on the Uniform Building Code 1997 (UBC 97) and the American Concrete Institute (ACI 318M-08) limitations using ETABS version 9.6.0 will be performed to design the structure to resist the inertial forces and torsional moments caused by a strong destructible earthquake that is most likely to hit the region in the upcoming 20 -100 years.
Supervised by Dr. Mohammad Naja.
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/3061||Rights:||This 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 holder||Ezproxy URL:||Link to full text||Type:||Project|
|Appears in Collections:||UOB Theses and Projects|
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checked on Oct 21, 2021
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