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  <titleInfo>
    <title>Quasi-dynamic loading test on reinforced concrete columns</title>
  </titleInfo>
  <name type="personal">
    <namePart>Mohit, S. M. Parvez</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ogawa, Junji</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Loo, Yew-Chaye</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 Danish 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>1982</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>vii, 44 p.</extent>
  </physicalDescription>
  <abstract>This study deals with an experimental investigation of the  restoring force characteristics of cantilever-type reinforced concrete columns. The main objectives of this investigation are to obtain the dynamic load-deflection curves (the hysteresis loops), the equivalent column stiffness and the equivalent viscous damping factor of the  column. The equivalent column stiffness and the equivalent viscous damping factor obtained from the various dynamic tests are discussed. The recorded dynamic hysteresis loops could provide continuous data  which in tern can be used for the identification of parameters of a  cubic equation model. The test results show that the column stiffness reduces rapidly with an increment of the deflection, even in small amplitude. The damping capacity have a tendency to increase with increasing deflection. </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, 1982</note>
  <subject authority="lcsh">
    <topic>Reinforced concrete construction</topic>
    <topic>Testing</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Columns, Concrete</topic>
    <topic>Testing</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-82-15</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=B21350</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B21350</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">050898</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818175324.0</recordChangeDate>
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