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  <titleInfo>
    <title>Application of ferrocement in low-cost undulated roofing elements</title>
  </titleInfo>
  <name type="personal">
    <namePart>Thomas, Rosemary</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pichai Nimityongskul</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Yamamoto, Yasuhiko</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Kawaguchi, Masahiro</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Canadian 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>1979</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>vii, 57 p.</extent>
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  <abstract>The objective of this study is to study the applicability of the  ferrocement folded plate roof panel in the construction of low cost roofs and conduct a comparative study with similar asbestos cement car port tile roof panels. The panel is analyzed by using the classical folded plate technique. Six ferrocement panels were fabricated with two varying parameters viz., type of wire mesh and the amount of reinforcement in transverse direction. The panels were subjected to uniformly  distributed load by using sand and deflections were measured along the span length. Test results revealed that the panels using square mesh were stronger than those using hexagonal mesh. The transverse reinforcement had only  little effect on the strength of the roof panels.  Ferrocement panels were found to be much stronger than asbestos car port tiles with respect to their deflections. The economical evaluation showed that the cost per square meter of roofing area of the asbestos  panels were higher than that of the ferrocement panels. It was concluded that the ferrocement folded plate panels ·offer a feasible solution to meet the needs of a strong and durable low-cost roofing in  developing countries.</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, 1979</note>
  <subject authority="lcsh">
    <topic>Roofing</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Ferrocement</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-79-33</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=B22352</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B22352</url>
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    <recordCreationDate encoding="marc">070898</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817162855.0</recordChangeDate>
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