Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/2974
Title: Earthquake design of a 6-story office building
Authors: Karak, Aline
Yehia, Dayana
Haidar, Lana Moussa Sleiman
Advisors: Zerbe, Hikmat
Subjects: Earthquake engineering
Structural analysis (Engineering)
Issue Date: 2015
Abstract: 
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.
Description: 
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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