The optimum structural control method – neutral equilibrium mechanism
暂无分享,去创建一个
[1] James T. P. Yao,et al. CONCEPT OF STRUCTURAL CONTROL , 1972 .
[2] T. T. Soong,et al. STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .
[3] Shuji IWATA,et al. HYBRID EARTHQUAKE LOADING TEST ( PSEUDO-DYNAMIC TEST ) OF BI-DIRECTIONAL BASE ISOLATION BEARING FOR A LARGE PEDESTRIAN BRIDGE , 1999 .
[4] Y. Ribakov,et al. Active viscous damping system for control of MDOF structures , 2001 .
[5] Michael C. Constantinou,et al. Seismic testing of a building structure with a semi-active fluid damper control system , 1997 .
[6] Pierre E. Dupont,et al. SEMI-ACTIVE CONTROL OF FRICTION DAMPERS , 1997 .
[7] Takuji Kobori,et al. Actual seismic response controlled building with semi-active damper system , 1999 .
[8] Leonard Meirovitch,et al. Dynamics And Control Of Structures , 1990 .
[9] Takuji Kobori,et al. Forced vibration test of a building with semi‐active damper system , 2000 .
[10] Kazuhiro NAKAJIMA,et al. PSEUDO DYNAMIC TESTS AND IMPLEMENTATION OF SLIDING BRIDGE ISOLATORS WITH VERTICAL MOTION , 1999 .
[11] T. T. Soong,et al. Experimental Study of Active Control for MDOF Seismic Structures , 1989 .
[12] Shirley J. Dyke,et al. An experimental study of MR dampers for seismic protection , 1998 .
[13] Lyan-Ywan Lu,et al. Modal control of seismic structures using augmented state matrix , 2001 .