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|Title:||Earthquake design of a 6-story office building||Authors:||Karak, Aline
Haidar, Lana Moussa Sleiman
|Advisors:||Zerbe, Hikmat||Subjects:||Earthquake engineering
Structural analysis (Engineering)
This project is a design of a 6 story office building. It includes one-way ribbed slabs, two-way ribbed slabs, one-way solid slabs, intermediate moment resisting frames, shear walls, retaining walls, mat foundation and dynamic analysis. Touma Engineering Company provided the soil properties. ASCE was used in order to get the Live and Dead Loads. All design calculations were based on ACI and UBC 97. ETABS 2013 was used to design frames, shear walls and extraction of dynamic analysis results. Safe 2012 was used to design the mat foundation.
Includes bibliographical references (p. 115).
Supervised by Dr. Hikmat Zerbe.
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/2974||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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