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Alhan, C.; Guler, E.; Gazi, H.
{
"@context": "https://schema.org/",
"@id": 47481,
"@type": "ScholarlyArticle",
"creator": [
{
"@type": "Person",
"affiliation": "Istanbul Univ, Civil Engn Dept, Istanbul, Turkey",
"name": "Alhan, C."
},
{
"@type": "Person",
"affiliation": "Istanbul Univ, Civil Engn Dept, Istanbul, Turkey",
"name": "Guler, E."
},
{
"@type": "Person",
"affiliation": "Istanbul Univ, Civil Engn Dept, Istanbul, Turkey",
"name": "Gazi, H."
}
],
"datePublished": "2017-01-01",
"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.",
"headline": "Behavior of base-isolated liquid storage tanks under synthetic near-fault earthquake pulses",
"identifier": 47481,
"image": "https://aperta.ulakbim.gov.tr/static/img/logo/aperta_logo_with_icon.svg",
"license": "http://www.opendefinition.org/licenses/cc-by",
"name": "Behavior of base-isolated liquid storage tanks under synthetic near-fault earthquake pulses",
"url": "https://aperta.ulakbim.gov.tr/record/47481"
}
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