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  <titleInfo>
    <title>Innovative minimal-cost-based offshore structures</title>
    <subTitle>Gulf of Thailand</subTitle>
  </titleInfo>
  <name type="personal">
    <namePart>Vorawit Suwandamrong</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chiu, Gregory L.F.</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Widjaja, Joko Harsono</namePart>
    <role>
      <roleTerm type="text">Co-Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Wang, Ching-Jong</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>
    </place>
    <place>
      <placeTerm type="text">Pathum Thani, Thailand</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2011</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>83 leaves : ill. (some col.) + 1 online resource</extent>
  </physicalDescription>
  <abstract>This  thesis  presents  the  innovative  design  of  minimum  offshore  structures  for  marginal  field  development  in  the  Gulf  of  Thailand  (GOT).  This  thesis  emphasizes  one  practical  offshore aspect and optimal cost consideration. Two  models,  namely  Gravity-based  minimum  unmanned  stacked  platform  and  Piled  minimum  unmanned  stacked  template  platform,  are  proposed  after  reviewing  the  existing  minimum offshore structure design concepts around the world.  The design and analysis of total six models were carried out by performing dynamic wave in-place analysis to verify the structural strength and serviceability of these platforms for designed water depth of 40 m,  60  m  and  80  m,  subject  to  two  storm  cases  1-year  and  50-year  storm  environment.  These  two  storm  cases  are  taken  as  design  criteria  for  platform  operating  and  extreme  storm conditions respectively.  The  results  show  that  these  two  minimum  platform  configurations  are  practically  self-installable  for  marginal  fields  in  the  GOT  by  using  tandem  barge  with  topside  crane  pedestal.  No  jack-up  rig  assisted  installation  scheme  is  selected  in  order  to  provide  installation schedule flexibility.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the  degree of Master of Engineering in Offshore Technology and Management, School of Engineering and Technology</note>
  <note>Thesis (M.Eng) - Asian Institute of Technology, 2011</note>
  <subject authority="lcsh">
    <topic>Offshore structures</topic>
    <geographic>Thailand, Gulf of</geographic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. OTM-11-02</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=B03614 </identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B03614 </url>
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    <recordCreationDate encoding="marc">130711</recordCreationDate>
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