Analysis and design of a prestressed concrete highway bridge
Dissertant
Thesis advisor
University
University of Technology
Faculty
-
Department
Department of Building and Construction Engineering
University Country
Iraq
Degree
Ph.D.
Degree Date
1999
English Abstract
His work deals with the analysis and design of a simply supported concrete over pass bridge.
This bridge is made up of two simple's spans.
Each span is 24 m in length.
The superstructure of the bridge i constructed from precast pre -: ensign one d girders.
These girders are the AASHTO bridge type IV.
Loading is based on the requirements of AASHTO specifications, including the load factor design requirements of these specifications.
Resistance of members is based on the AASHTO requirements and, where permitted by AASHT, ACI 3 IS M-95 has been used.
Main Subjects
Topics
American Psychological Association (APA)
Razzuq, Ruaa Razzuq Faraj. (1999). Analysis and design of a prestressed concrete highway bridge. (Doctoral dissertations Theses and Dissertations Master). University of Technology, Iraq
https://search.emarefa.net/detail/BIM-306294
Modern Language Association (MLA)
Razzuq, Ruaa Razzuq Faraj. Analysis and design of a prestressed concrete highway bridge. (Doctoral dissertations Theses and Dissertations Master). University of Technology. (1999).
https://search.emarefa.net/detail/BIM-306294
American Medical Association (AMA)
Razzuq, Ruaa Razzuq Faraj. (1999). Analysis and design of a prestressed concrete highway bridge. (Doctoral dissertations Theses and Dissertations Master). University of Technology, Iraq
https://search.emarefa.net/detail/BIM-306294
Language
English
Data Type
Arab Theses
Record ID
BIM-306294
