AI SearchComparative study on design for prestressed concrete in different countries with computer programming
Call Number: AIT Thesis no. ST-88-21 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. ST-88-21Publication details: Bangkok : Asian Institute of Technology, 1988Description: 70, 2 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1988 Summary: A computer program has been developed for the design of simply sup ported prestressed concrete members . This program can accommodate the provisions of the design codes suggested by the American Concrete Insti tute, British Standards Institute and the Japanese Society of Civil En gineers. The results obtained by following these codes are compared. Special emphasis is given to the design of members in shear. A correlation is developed between the provisions suggested by the three codes for the shear taken by a section without shear reinforcement. A comparison of the economy of the design in shear of the three codes is made . Other aspects like flexural strength, fatigue, deflection and cracking are also discussed
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. ST-88-21 (Browse shelf(Opens below)) | 1 | Available | 30050003063921 | |||||||||||||
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20-AIT Publication
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. ST-88-21 (Browse shelf(Opens below)) | 2 | Available | 30050003063913 | |||||||||||||
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Asian Institute of Technology Library Archives | AIT Thesis no. ST-88-21 (Browse shelf(Opens below)) | 1 | Available | 30050160011408 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 1988
A computer program has been developed for the design of simply sup ported prestressed concrete members . This program can accommodate the provisions of the design codes suggested by the American Concrete Insti tute, British Standards Institute and the Japanese Society of Civil En gineers. The results obtained by following these codes are compared. Special emphasis is given to the design of members in shear. A correlation is developed between the provisions suggested by the three codes for the shear taken by a section without shear reinforcement. A comparison of the economy of the design in shear of the three codes is made . Other aspects like flexural strength, fatigue, deflection and cracking are also discussed
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