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  <titleInfo>
    <title>Development of software packge for prestressed concrete members</title>
  </titleInfo>
  <name type="personal">
    <namePart>Panya Chattaponnamsin</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Worsak Kanok-Nukulchai</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Songkiat Matupayont</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Satyendra P.</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>AIT Partial Scholarship</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1999</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>115 leaves : ill.</extent>
  </physicalDescription>
  <abstract>This study presents the development of software package for a design of prestressed concrete member. In prestressed concrete design, it requires complex procedure of trial and error adjustments, which is time-consuming step of design. The Mircrosoft Visual Basic version 5.0 is selected to provide an efficient interaction between user and program that can offer a friendly procedure of input and variable adjustment. The main calculation engine for this program is the finite element analysis program, XFEAP. The step of design in the program follows AASHTO 1994 code that is one of the worldwide use for bridge design. The input and output are displayed in the comprehensive format of table and graphic presentation. Finally, the results of calculation from this program are compared to real construction design project that is Don Muang Tollway Project. The test results show a satisfaction comparison.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1999</note>
  <subject authority="lcsh">
    <topic>Prestressed concrete construction</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Computer software</topic>
    <topic>Development</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-99-24</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=B13057</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B13057</url>
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    <recordCreationDate encoding="marc">081099</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818090925.0</recordChangeDate>
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