01819nam a2200241   450000500170000000800410001703500150005810000170007324501060009026000520019630000130024849000270026150001440028850200580043252007340049065000420122470000310126670000460129770000460134371000640138981000590145385600650151220260817173411.0290798         th                  eng    a.b101515391 aSaeed, Imran10aComparative study on design for prestressed concrete in different countries with computer programming  aBangkok :bAsian Institute of Technology,c1988  a70, 2 p.1 aThesis ;vno. ST-88-21  aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology  aThesis (M.Eng.) - Asian Institute of Technology, 1988  aA 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  0aPrestressed concretexData processing1 aUeda, Tamon, eChairperson1 aPama, Ricardo P., eExamination Committee1 aWireland, Martin, eExamination Committee2 a The Royal Norwegian Government, NORAD., eSchlarship Donor2 aAsian Institute of Technology.tThesis ;vno. ST-88-21  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B18659