Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/3966
Title: Forced based and displacement based comparision on a ten storey building
Other Titles: Forced based & displacement based comparision on a ten storey building
Authors: Yammine, Joseph
Mezher, Joseph
Lakkis, Hadi
Advisors: Makhoul, Nisrine
Subjects: Structural analysis (Engineering)--Case studies
Issue Date: 2013
Abstract: 
The purpose of this study is to compare the forced-based analysis versus the displacement-based analysis. Both methods of analysis were done over a ten storey building enable to emphasize the differences of these methods. The structure was analyzed using ETABS V9.2 for the forced-based analysis. All slabs were considered to be one-way ribbed slabs. The report includes the design of one moment resisting frame, a core-wall, a shear-wall, a beam and a slab. The reinforcement of those elements are shown by shop drawing plans. The design of this structure was carried out according to the standards of the 2008 ACI code. Plans, cross sections and drawings are included to aid in the explanation and to show the location of the designed members.
Description: 
Includes bibliographical references (p. 92).

Supervised by Dr. Nisrine Makhoul.
URI: https://scholarhub.balamand.edu.lb/handle/uob/3966
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: Thesis
Appears in Collections:UOB Theses and Projects

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