<?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>Experimental study on plate shear connector for composite construction</title>
  </titleInfo>
  <name type="personal">
    <namePart>Chin, Chee-kiong</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ueda, Tamon</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pichai Nimityongskul</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Sritawat Kitipornchai</namePart>
    <role>
      <roleTerm type="text">Examintion Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Thai 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>1988</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>97 p.</extent>
  </physicalDescription>
  <abstract>The capacity and failure mode of plate shaped shear  connector with various height and thickness, and mounted on  various thickness of bed plate are studied here by u sing the  direct pull- out test (see Fig.5 ) and a formula for the  calculation of this capacity is proposed in the present thesis .  The outcome is compared with the direct push- out test outcome as  found by Slutter &amp; Driscoll [ 3 ) and Kiyomiya &amp; Yokota [4) . How  the various sizes, shapes and arrangement of s h ear connectors may  affect the joint behavior of the composite lapped splice is also  presented here from two composite lapped splice beam tests in  this study (see Fig.7 ) and some test results from Virach [10) .  Some direct pull- out tests with the confinement of stirrups or  deformed bars piercing through the shear connector (see Fig.6)  are also conducted to clarify their improvement in mechanical  behavior of shear connector.</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, 1988</note>
  <subject authority="lcsh">
    <topic>Plates (Engineering)</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Composite construction</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-88-08</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=B18633</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18633</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">290798</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818113103.0</recordChangeDate>
  </recordInfo>
</mods>
