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   <subfield code="a">DENG</subfield>
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   <subfield code="a">eng</subfield>
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   <subfield code="a">Lu, Xilin</subfield>
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  <datafield tag="245" ind1="0" ind2="0">
   <subfield code="a">Discrete time variable structure control of seismically excited building structures.</subfield>
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   <subfield code="a">pp. 853-863</subfield>
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   <subfield code="a">Generally, the active structural control system belongs to the discrete time control system, and the sampling period is one of the most important factors that would directly affect the performance of the control system. In this paper, active control approaches by using the discrete time variable structure control theory are studied for reducing the dynamic responses of seismically excited building structures. Based on the discrete reaching law method, a feedback controller which includes the sampling period is presented. The controller is extended by introducing the saturated control method to avoid the adverse effect when the actuators are saturated due to unexpected extreme earthquakes. The simulation results are obtained for a single degree of freedom (SDOF) system and a MDOF shear building equipped with active brace system (ABS) under seismic excitations. It is found that the discrete variable structure control approach and its saturated control method presented in this paper are quite effective.</subfield>
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  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Active structural control.</subfield>
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   <subfield code="a">Variable structure system.</subfield>
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  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Discrete time variable structure control.</subfield>
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  <datafield tag="653" ind1=" " ind2=" ">
   <subfield code="a">Discrete reaching law method.</subfield>
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  <datafield tag="773" ind1="0" ind2=" ">
   <subfield code="t">Earthquake engineering &amp; structural dynamics.</subfield>
   <subfield code="g">30, 6 (2001).</subfield>
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   <subfield code="a">Article</subfield>
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