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  <titleInfo>
    <title>Dynamic analysis of framed structures with daming using eigenvector and load dependent ritz vector bases</title>
  </titleInfo>
  <name type="personal">
    <namePart>Dinh Van Nguyen</namePart>
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  <name type="personal">
    <namePart>Kim, Kidu</namePart>
    <role>
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  <name type="personal">
    <namePart>Pichai Nimityongskul</namePart>
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      <roleTerm type="text">Examination Committee</roleTerm>
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  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
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      <roleTerm type="text">Examination Committee</roleTerm>
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  <name type="corporate">
    <namePart>Asian Institute of Technology</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
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  </name>
  <name type="corporate">
    <namePart>Vietnam Ministry of Education and Training (MOET)</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
    </role>
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  <genre authority="marc">technical report</genre>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
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    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2003</dateIssued>
    <issuance>continuing</issuance>
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    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>81 leaves</extent>
  </physicalDescription>
  <abstract>The superposition of eigenvectors from subspace and Lanczos eigensolvers was implemented, investigated and yielded accurate response with computational efficiency. A static correction technique accounting for all higher modes as static effects were applied to increase accuracy and stability of the method. A load dependent Ritz vector algorithm was programmed and examined for various types of frames. Those Ritz vectors are proved to account for spatial distribution of loads, only a small number of vectors can approximate the response of the structure. More approachable to practical structures, a nonproportional damping solution by the combination of vector superposition and pseudo force methods was worked out and tested for structures with externally nonproportional damping modeled by discrete dampers. By vector superposition analysis, the real behaviors of the structure under loading are well visualized. The accuracy and operational time of the calculation process can be controlled showing that the vector superposition method is a good choice for dynamic analysis of large structures. Furthermore, originating from the advantages of vector superposition method and from LD Ritz vectors, a nonlinear dynamic analysis algorithm based on Newmark's integration scheme using updated LD Ritz vector basis was proposed and has preliminarily been implemented. </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, 2003</note>
  <subject authority="lcsh">
    <topic>Structural frames</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Structural dynamics</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Eigenvectors</topic>
  </subject>
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      <title>Thesis ; no. ST-03-34</title>
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