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    <nonSort>A </nonSort>
    <title>case study of effects from soil-pile interactions to dynamic response of a structure under earthquake</title>
  </titleInfo>
  <name type="personal">
    <namePart>Phongthorn Songdet</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Punchet Thammarak</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Anwar, Naveed</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Royal Thai Government Fellowship</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Pathum Thani</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2013</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>1 online resource (86 leaves) : ill., charts</extent>
  </physicalDescription>
  <abstract>The  structural  analysis  of  buildings  under  dynamic  excitation  has  long  been  studied  and  developed  for  decades.  The  techniques  which  represent  geometrical  nonlinearity  and  inelastic  material  behavior  are  available  and  adopted  in  the  analysis  of  buildings  under  extreme  events.  In  other  words,  state-of-the-art  technology  is  currently  exploited  to  simulate  the  response  of  superstructure  under  dynamic  loads.  However,  a  very  important  component,  foundation,  is  normally  neglected  and  oversimplified.  Consequently,  this  research  aims  to  investigate  the  effects  from  foundation  modeling  to  dynamic  response  of  superstructure.  Furthermore,  the  comparison  was  made  between  conventional  foundation  modeling, widely used in nowadays analysis, and proper modeling technique, incorporating soil continuum. This study shows that, in some cases, the response of soil vibration may be amplified and cause the significant increase in building response.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 2013</note>
  <subject authority="lcsh">
    <topic>Structural dynamics</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Earthquake</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-13-11</title>
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      <namePart>Asian Institute of Technology.</namePart>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B04017 </identifier>
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