Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/2944
Title: Earthquake design of a 10-storey administrative building
Authors: Sabsabi, Ahmad
El Zahab, Bassel
Rachid, Mohamad
Advisors: Zerbe, Hikmat
Subjects: Structural design--Case studies
Earthquake resistant design
Issue Date: 2014
Abstract: 
The main goal of this project is to conduct a full design of a 10-storey administrative building including one way ribbed slabs, 2 way ribbed slabs, solid slabs, intermediate earthquake resisting frames, shear walls and a mat foundation. Official data concerning the soil properties on the site were retrieved and used in design. These data are based on various tests conducted by a geotechnical engineer. These data in addition to the location of the structure were used to simulate the possible earthquake effects on the structure. Calculations based on ACI and ASCE recommendations were made on the whole structure to get the dead loads and live loads. The design is mostly done on ETABS 2013 for frames and shears walls and Safe 2012 for slabs and mat foundation. The report discusses the various advantages and few disadvantages for the usage of the latest design programs. Calculations, tables and sketches are used to illustrate the details and results of the design.
Description: 
Includes bibliographical references (p. 91).

Supervised by Dr. Hikmat Zerbe.
URI: https://scholarhub.balamand.edu.lb/handle/uob/2944
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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