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  <titleInfo>
    <title>Safety and reliability of the cable system of a cable-stayed bridge under stochastic earthquake loading</title>
  </titleInfo>
  <name type="personal">
    <namePart>Malla, Sujan</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Wireland, Martin</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Hasegawa Akio</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Satyendra P.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Sritawat Kitipornchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>DAAD (West Germany)</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1988</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>88 p.</extent>
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  <abstract>The stochastic response and reliability of the cable system of a  cable-stayed bridge under earthquake loading is studied. A linear-elastic  dynamic analysis has been carried out by modelling the bridge as a  two-dimensional frame system. As a case study, the Karnali cable-stayed  bridge in western Nepal is investigated.  From the historical earthquake data of Nepal, the statistics of  earthquake magnitude and epicentral distance are estimated for the region  of the bridge site. The power spectra of stress in the stay cables are  computed using the Kanai-Tajimi model for the earthquake process. The  standard deviation and the relevant moments of the response power spectrum  are calculated numerically and the probability of first-passage of stress  across a specified barrier is computed.  Based on the conditional probability of barrier crossing for given  values of magnitude and epicentral distance and the corresponding  probability distributions, the probability of exceeding a barrier during  one event is found. Assuming that the average number of earthquakes per  year in the magnitude range of interest in the source zone is constant,  the first-passage probability for any desired period of earthquake  exposure can be determined.  Finally, the probability of failure of one cable or a group of cables  simultaneously is computed from the probabilities of first-passage  failure of individual cables. The fatigue damage to the cables due to  seismic action has also been investigated. In addition, the problem of  cable vibrations is studied. </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>Bridges, Cable-stayed</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-88-16</title>
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      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18654</identifier>
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    <recordCreationDate encoding="marc">290798</recordCreationDate>
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