Control Effect for 20-Story Benchmark Building Using Passive or Semiactive Device
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[1] Michael C. Constantinou,et al. Seismic testing of a building structure with a semi-active fluid damper control system , 1997 .
[2] Shirley J. Dyke,et al. Phenomenological Model of a Magnetorheological Damper , 1996 .
[3] Dean Karnopp,et al. Vibration Control Using Semi-Active Force Generators , 1974 .
[4] Shirley J. Dyke,et al. Benchmark Control Problems for Seismically Excited Nonlinear Buildings , 2004 .
[5] M. Rabins,et al. Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control , 1983 .
[6] Takuji Kobori,et al. Forced vibration test of a building with semi‐active damper system , 2000 .
[7] Shirley J. Dyke,et al. PHENOMENOLOGICAL MODEL FOR MAGNETORHEOLOGICAL DAMPERS , 1997 .
[8] Takuji Kobori,et al. Seismic response controlled structure with Active Variable Stiffness system , 1993 .
[9] Masanobu Shinozuka,et al. Friction‐Controllable Sliding Isolation System , 1993 .