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  <titleInfo>
    <title>Damping identification of structure using free vibration data</title>
  </titleInfo>
  <name type="personal">
    <namePart>Bui Thanh Tam</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Yamaguchi, Hiroki</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Karasudhi, Pisidhi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Maekawa, Koichi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of Australia</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
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  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1991</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>55 p.</extent>
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  <abstract>Quantification of damping is by far the most vexing problem in dynamics of structures,  because damping does not refer to a unique physical phenomenon. The ability to estimate damping  ratios accurately plays an important role in the design of dynamically sensitive structures.  A modern method of system identification, the Ibrahim Time Domain method, is applied to  estimate the modal characters of structure. The effect of the white noise on the accuracy of identifying  natural frequency and damping ratio is investigate through numerical examples : Single degree of  freedom system, three degree of freedom system, and structure with a tuned mass damper (TMD).  The results confirm that the accuracy of the solution depends on the number and characteristics of  data series, on the number of data points, on the sampling period, on the closeness of natural  frequencies, and on the magnitude of damping. The study also shows the advantages of the method  over the logarithmic decrement method.</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, 1991</note>
  <subject authority="lcsh">
    <topic>Structural dynamics</topic>
    <topic>Statistical methods</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Damping (Mechanics)</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-91-01</title>
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    <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=B17694</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17694</url>
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