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3D-Dynamic design for reinforced versus prestress concrete for Al-Huriya building

Academic Year: 
2011
Supervisors: 
Imad Adel Ahmad AL-Qasem
Students: 
Nizar Abed Al-Majeed Salameh
Mohamed Khaled Abu-Al Huda
Department: 
Civil Engineering
Files: 
application/vnd.openxmlformats-officedocument.presentationml.presentation iconpresentation.pptx

 

Abstract

The project is a structural analysis and 3D-Dynamic design of an office building in Ramallah city, known as AL-Huriya,  which consists of a seven stories, with 3.5  height except the first floor with 4m story height.
The building will be first designed under a static load, after that it will be designed for dynamic by exposing the building to lateral load, finally a prestress concrete will be used to design the building to compare it with the reinforcement concrete, to conclude  many factors that should be taken into consideration in designing any structure. These include economic factors , durability and the safety of its inhabitants.
The major characteristics of this project is to cover various structural elements such as slabs, beams, columns and footings. Hand calculations and SAP2000 V.12 are both used in the analysis and design process.
The  prospective outcome from the comparison  between  reinforced concrete  versus prestress concrete,  found to be  that the reinforced is more economic under project conditions , with a higher thickness for slabs and beams. On the other hand less amount of material needed in prestress one.

©2012 An-Najah National University|Faculty Of Engineering | P.O. Box: 7 | Nablus, Palestine | Phone: +970 (9) 2345113 Ext:2253 | Fax: +970 (9) 2345982 | email: [email protected]
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