1 Ocak 2017 Konferans bildirisi Açık Erişim

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

Dublin Core

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  <dc:creator>Alhan, C.</dc:creator>
  <dc:creator>Guler, E.</dc:creator>
  <dc:creator>Gazi, H.</dc:creator>
  <dc:date>2017-01-01</dc:date>
  <dc:description>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.</dc:description>
  <dc:identifier>https://aperta.ulakbim.gov.trrecord/47481</dc:identifier>
  <dc:identifier>oai:zenodo.org:47481</dc:identifier>
  <dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
  <dc:rights>http://www.opendefinition.org/licenses/cc-by</dc:rights>
  <dc:title>Behavior of base-isolated liquid storage tanks under synthetic near-fault earthquake pulses</dc:title>
  <dc:type>info:eu-repo/semantics/conferencePaper</dc:type>
  <dc:type>publication-conferencepaper</dc:type>
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