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  <titleInfo>
    <title>Ultimate strength of composite steel reinforced concrete column subjected to biaxial bending</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sun, Wei-joe</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Morino, Shosuke</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Cook, David J.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Karasudhi, Pisidhi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</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>1975</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>48 p.</extent>
  </physicalDescription>
  <abstract>This thesis describes the theoretical analysis of the ultimate strength of a composite steel reinforced concrete section subjected to axial force and biaxial bending moments. The method of analysis is mainly based on the assumption that the plane of the cross section  remains the plane after the deformation occurs. The expressions for the axial force and bending moments carried by each of the component parts as well as by the total steel reinforced concrete section are  derived in non-dimensional form. Interaction curves between the axial force and bending moments are numerically obtained, after the cross  section is simplified to reduce the number of parameters. involved in the interaction formula, and a method of design is suggested.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1975</note>
  <subject authority="lcsh">
    <topic>Steel, Structural</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Reinforced concrete construction</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Columns</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. 812</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B24056</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B24056</url>
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  <recordInfo>
    <recordCreationDate encoding="marc">140198</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260819085420.0</recordChangeDate>
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