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  <titleInfo>
    <title>Analysis of reinforced concrete floor slab combined with skin plate</title>
  </titleInfo>
  <name type="personal">
    <namePart>Manachai Nilgianskul</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Kawaguchi, Masahiro</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Worsak Kanok-Nukulchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart> Pichai Nimityongskul</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Japanese Government</namePart>
    <role>
      <roleTerm type="text">Scholarship 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>1979</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>vi, 33 p.</extent>
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  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>In this study, the solution of reinforced concrete floor slab combined with skin plate subjected t o a vertical concentrated force is formulated.  Taking the advantage of orthogonality condition of Fourier series and using the Galerkin approach for three dimensional problem by applying the appropriate boundary conditions, the complicated differential governing equations are changed to the infinite linear simultaneous equations for obtaining the constant coefficients. By substituting the values of constant coefficients, all stresses and displacements may be obtained with no difficulty.</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1979</note>
  <subject authority="lcsh">
    <topic>Plates (Engineering)</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Concrete slabs</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-79-21</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=B22341</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B22341</url>
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  <recordInfo>
    <recordCreationDate encoding="marc">070898</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817162423.0</recordChangeDate>
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