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  <titleInfo>
    <title>Lateral seismic force distribution along the height of setback buildings</title>
  </titleInfo>
  <name type="personal">
    <namePart>Kuo, Kung-yuan</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Jiaru, Qian</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Aoyagi, Yukio</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Taiwan R.O.C. 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>1994</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>85 leaves</extent>
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  <abstract>Setbacks are common geometric irregularities in buildings. A setback presents a  large and abrupt change in the stiffness of lateral load resisting system. This change in  rigidity may lead to a complex load redistribution.  This study deals with the distribution of lateral seismic force along the height of  setback frame buildings, 32 setback frames with different mass and stiffness distributions  were selected for numerical calculation. Response spectrum method, equivalent lateral  force procedure specified in Uniform Building Code (UBC 1991) and National Earthquake Hazards Reduction Program (NEHRP 1988) were used to gain dynamic and static  lateral force distribution along the height of each of 32 setback frames. A comparison of  the results obtained by equivalent lateral force procedure and response spectrum method  was made.  A method for calculating lateral force distribution along the height of setback  frame buildings was proposed. The results obtained by the proposed method and response spectrum method were compared with. The proposed lateral force distribution  can be used in the preliminary design of setback frame buildings.</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, 1994</note>
  <subject authority="lcsh">
    <topic>Buildings</topic>
    <topic>Earthquake effects</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-94-11</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=B17026</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17026</url>
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