<?xml version="1.0" encoding="UTF-8"?>
<mods xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" version="3.1" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
  <titleInfo>
    <title>Behaviour of buried pipelines undergoing permanent ground displacement</title>
  </titleInfo>
  <name type="personal">
    <namePart>Govil, Sanjay</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Towhata, Ikuo</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chandra, Sarvesh</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Balasubramaniam, A.S.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Netherlands Government</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>1987</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>65 p.</extent>
  </physicalDescription>
  <abstract>A computer program is developed for the analysis of under ground pipelines. Using this program both linear and nonlinear  analysis of the soil pipeline interaction system can be carried out .  It's main application is in obtaining the stresses developed in  pipeline due to ground movement which is quite important in areas prone  to earthquakes.  Various orientations of pipeline and ground movement have been  analyzed to obtain the most critical situation.  </abstract>
  <note>A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Pipe lines</topic>
    <topic>Computer programs</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. GT-86-23</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=B19277</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19277</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">020299</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817171233.0</recordChangeDate>
  </recordInfo>
</mods>
