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  <titleInfo>
    <title>Dynamic energy dissipation of in-plane reinforced concrete</title>
  </titleInfo>
  <name type="personal">
    <namePart>Myint Myint Than</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Maekawa, Koichi</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Yamaguchi, Hiroki</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Kamol Vajarasathira</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>German Academic Exchange Service (DAAD)</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>1992</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
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    <extent>86, A-22 leaves</extent>
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  <abstract>Quantification of damping in cable systems plays an important role in design of modern  cable-supported structures.  An attempt is made to estimate the damping for a cable-tie sy~tem, which is essentially a  special case of a cable system. A method is proposed based on modal damping ratio, which is  represented by the ratio of damping energy to potential energy of cabte system. In order to verify  the proposed method of damping estimation, a series of experiments is also conducted with a model  of cable-tie system. Two different cable-tie systems are studied to show the applicability of proposed  method.  Free vibration record is used to estimate damping experimentally. The finite element method  is employed to calculate dynamic strain amplitude, which is directly associated with potential energy  and dissipated energy. Dissipated energy is assumed to be represented in terms of loss factor and  strain energy. The loss factor value of single cable is used to estimate dissipated energy of individual  cables in the system. The loss factor of cables are obtained by conducting single cable experiment.  Results of experimental and proposed analytical method are cohsistent. It is found that the  modal damping ratio of the cable-tie system can be evaluated by considering the contribution from  individual cables in the system. Proposed method can be used to estimate damping in a cable system  analytically.</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, 1992</note>
  <subject authority="lcsh">
    <topic>Reinforced concrete structures</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Earthquake resistant design</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-92-12</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=B16910</identifier>
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    <url displayLabel="Full-Text"> http://203.159.5.9/ait-thesis/detail.php?q=B16910</url>
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    <recordCreationDate encoding="marc">310798</recordCreationDate>
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