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  <titleInfo>
    <title>Bay-water response to long-period waves</title>
  </titleInfo>
  <name type="personal">
    <namePart>Hsu, Jen-ming</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Abe, Tetsuo</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Suphat Vongvisessomjai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of the Republic of China</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>v, 36 p.</extent>
  </physicalDescription>
  <abstract>In this study, two approaches were used to investigate the wave-induced oscillations within a bay. Firstly, the spectral analysis methods respectively  based on stationary stochastic process and non-stationary stochastic process were used to examine the observed wave data. Through these examinations, it is found t hat the predominant oscillations of, the former part of the observed waves are more dominated by the incident waves themselves, while those of the later part are obviously governed by t he local topography. Secondly, t he theoretical investigation based on the principles of hydro dynamics was performed on the resonant oscillations within a bay. A finite element numerical model was developed in this investigation, and applied to  analyze the oscillations of natural modes in a real bay.  In this analysis, a discrete set of natural periods of the bay was directly computed. The  oscillations of natural modes so computed show good agreements with those  estimated by the spectral analysis 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, 1982</note>
  <subject authority="lcsh">
    <topic>Waves</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Resonant vibration</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-82-7</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=B21381</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B21381</url>
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  <recordInfo>
    <recordCreationDate encoding="marc">140598</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817171144.0</recordChangeDate>
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