Theory and experimental study for sliding isolators with variable curvature

[1]  Chung Bang Yun,et al.  Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior , 2007 .

[2]  C. S. Tsai,et al.  Finite element formulations and theoretical study for variable curvature friction pendulum system , 2003 .

[3]  Lyan-Ywan Lu,et al.  Dynamic analysis of structures with friction devices using discrete-time state-space formulation , 2006 .

[4]  Zhou Xu,et al.  Ground motion pulse‐based active control of a linear base‐isolated benchmark building , 2006 .

[5]  Michael C. Constantinou,et al.  Spherical sliding isolation bearings with adaptive behavior: Experimental verification , 2008 .

[6]  C. S. Tsai,et al.  Component and shaking table tests for full‐scale multiple friction pendulum system , 2006 .

[7]  R. S. Jangid,et al.  Variable friction pendulum system for seismic isolation of liquid storage tanks , 2008 .

[8]  D. Wald,et al.  Response of High-Rise and Base-Isolated Buildings to a Hypothetical Mw 7.0 Blind Thrust Earthquake , 1995, Science.

[9]  Michael C. Constantinou,et al.  Experimental Study of Friction‐Pendulum Isolation System , 1991 .

[10]  B. F. Spencer,et al.  STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .

[11]  Faryar Jabbari,et al.  Full‐scale experimental verification of resetable semi‐active stiffness dampers , 2007 .

[12]  Michael C. Constantinou,et al.  Spherical sliding isolation bearings with adaptive behavior: Theory , 2008 .

[13]  Michael C. Constantinou,et al.  Behaviour of the double concave Friction Pendulum bearing , 2006 .

[14]  Ravi Sinha,et al.  VFPI: an isolation device for aseismic design , 2000 .

[15]  R. S. Jangid,et al.  Variable friction pendulum system for near‐fault ground motions , 2008 .

[16]  Ging Long Lin,et al.  Stiffness controllable isolation system for near-fault seismic isolation , 2008 .

[17]  Michael C. Constantinou,et al.  Semi-active control systems for seismic protection of structures: a state-of-the-art review , 1999 .

[18]  R. S. Jangid Optimum friction pendulum system for near-fault motions , 2005 .

[19]  Shih-Po Chang,et al.  Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures , 2000 .

[20]  Satish Nagarajaiah,et al.  Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short‐term fourier transform , 2009, Structural Control and Health Monitoring.

[21]  Lyan-Ywan Lu,et al.  Experiment and analysis of a leverage‐type stiffness‐controllable isolation system for seismic engineering , 2010 .

[22]  Kazuhiko Kawashima,et al.  Semiactive Control of Nonlinear Isolated Bridges with Time Delay , 2007 .

[23]  Ging Long Lin,et al.  Experiment and analysis of a fuzzy-controlled piezoelectric seismic isolation system , 2010 .

[24]  Erik A. Johnson,et al.  Smart base‐isolated benchmark building part IV: Phase II sample controllers for nonlinear isolation systems , 2006 .

[25]  Yen-Po Wang,et al.  A state-space approach for dynamic analysis of sliding structures , 2001 .

[26]  Ging Long Lin,et al.  Improvement of near-fault seismic isolation using a resettable variable stiffness damper , 2009 .

[27]  R. S. Jangid,et al.  Base isolation for near‐fault motions , 2001 .