1 Ocak 2017 Konferans bildirisi Açık Erişim

Alhan, C.; Guler, E.; Gazi, H.

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  <identifier identifierType="URL">https://aperta.ulakbim.gov.tr/record/47481</identifier>
  <creators>
    <creator>
      <creatorName>Alhan, C.</creatorName>
      <givenName>C.</givenName>
      <familyName>Alhan</familyName>
      <affiliation>Istanbul Univ, Civil Engn Dept, Istanbul, Turkey</affiliation>
    </creator>
    <creator>
      <creatorName>Guler, E.</creatorName>
      <givenName>E.</givenName>
      <familyName>Guler</familyName>
      <affiliation>Istanbul Univ, Civil Engn Dept, Istanbul, Turkey</affiliation>
    </creator>
    <creator>
      <creatorName>Gazi, H.</creatorName>
      <givenName>H.</givenName>
      <familyName>Gazi</familyName>
      <affiliation>Istanbul Univ, Civil Engn Dept, Istanbul, Turkey</affiliation>
    </creator>
  </creators>
  <titles>
    <title>Behavior Of Base-Isolated Liquid Storage Tanks Under Synthetic Near-Fault Earthquake Pulses</title>
  </titles>
  <publisher>Aperta</publisher>
  <publicationYear>2017</publicationYear>
  <dates>
    <date dateType="Issued">2017-01-01</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Conference paper</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://aperta.ulakbim.gov.tr/record/47481</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.81043/aperta.47480</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsIdenticalTo">10.81043/aperta.47481</relatedIdentifier>
  </relatedIdentifiers>
  <rightsList>
    <rights rightsURI="http://www.opendefinition.org/licenses/cc-by">Creative Commons Attribution</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">Protection of liquid storage tanks from earthquake hazards is vital as damaging of these structures may result in significant economic losses. Base isolation has emerged as a successful alternative to classical earthquake resistant design of liquid storage tanks. However, near-fault earthquake records may include velocity pulses with long periods and large amplitudes that may cause large seismic responses since the isolation periods of base-isolated liquid storage tanks encompass a similar range with pulse periods of near-fault earthquakes. In order to assess the influence of near-fault earthquakes on the seismic response parameters, here, the behavior of a benchmark base-isolated liquid storage tank is evaluated under synthetically generated pulses which represent near-fault earthquakes of different magnitudes recorded at different fault-distances. Seismic response parameters including base and sloshing fluid displacements, isolation system shear, fluid-tank shear force, and fluid shear force are reported in a comparative manner.</description>
  </descriptions>
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