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  <controlfield tag="001">UP-99796217610303346</controlfield>
  <controlfield tag="003">Buklod</controlfield>
  <controlfield tag="005">20231008000652.0</controlfield>
  <controlfield tag="006">a    grb    001 u|</controlfield>
  <controlfield tag="007">ta</controlfield>
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   <subfield code="a">DENG</subfield>
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  <datafield tag="041" ind1=" " ind2=" ">
   <subfield code="a">eng</subfield>
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  <datafield tag="100" ind1="0" ind2=" ">
   <subfield code="a">Ghosh, Aparna</subfield>
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  <datafield tag="245" ind1="0" ind2="0">
   <subfield code="a">Effect of soil interaction on the performance of liquid column dampers for seismic applications.</subfield>
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  <datafield tag="300" ind1=" " ind2=" ">
   <subfield code="a">pp. 1375-1389</subfield>
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  <datafield tag="520" ind1=" " ind2=" ">
   <subfield code="a">The effects of soil structure interaction (SSI) while designing the liquid column damper (LCD) for seismic vibration control of structures have been presented in this study. The formulation for the input-output relation of a flexible base structure with attached LCD has been presented. The superstructure has been modelled by a single degree of freedom (SDOF) system. The non-linearity in the orifice damping of the LCD has been replaced by equivalent linear viscous damping by using equivalent linearization technique. The force deformation relationships and damping characteristics of the foundation have been described by complex valued impedance functions. Through a numerical stochastic study in the frequency domain, the various aspects of SSI on the functioning of the LCD have been illustrated. A simpler approach for studying the LCD performance considering the SSI, using an equivalent SDOF model for the soil structure system available in literature by Wolf has also been presented.</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">LCD.</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">SSI.</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Non-linear damping.</subfield>
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  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Complex impedance functions.</subfield>
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  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Seismic excitations.</subfield>
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  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Equivalent SDOF oscillator.</subfield>
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  <datafield tag="773" ind1="0" ind2=" ">
   <subfield code="t">Earthquake engineering &amp; structural dynamics.</subfield>
   <subfield code="g">34, 11 (2005).</subfield>
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   <subfield code="a">FO</subfield>
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   <subfield code="a">UPD</subfield>
   <subfield code="b">DENG</subfield>
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  <datafield tag="942" ind1=" " ind2=" ">
   <subfield code="a">Article</subfield>
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