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  <titleInfo>
    <title>Comparative study on design for prestressed concrete in different countries with computer programming</title>
  </titleInfo>
  <name type="personal">
    <namePart>Saeed, Imran</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ueda, Tamon</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pama, Ricardo P.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Wireland, Martin</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart> The Royal Norwegian Government, NORAD</namePart>
    <role>
      <roleTerm type="text">Schlarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1988</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>70, 2 p.</extent>
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  <abstract>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 </abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1988</note>
  <subject authority="lcsh">
    <topic>Prestressed concrete</topic>
    <topic>Data processing</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-88-21</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18659</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18659</url>
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    <recordCreationDate encoding="marc">290798</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817173411.0</recordChangeDate>
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