Negative stiffness device for seismic protection of smart base isolated benchmark building

[1]  Alex H. Barbat,et al.  Active Control of Nonlinear Base-Isolated Buildings , 1995 .

[2]  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.

[3]  Michael C. Constantinou,et al.  Adaptive Negative Stiffness: New Structural Modification Approach for Seismic Protection , 2013 .

[4]  Hyun-Su Kim,et al.  GA-fuzzy control of smart base isolated benchmark building using supervisory control technique , 2007, Adv. Eng. Softw..

[5]  Takuji Kobori,et al.  Active variable stiffness system with non‐resonant control , 2001 .

[6]  Anil K. Agrawal,et al.  Novel Semiactive Friction Controller for Linear Structures against Earthquakes , 2003 .

[7]  Michael C. Constantinou,et al.  Performance Evaluation of Negative Stiffness Devices for Seismic Response Control of Bridge Structures via Experimental Shake Table Tests , 2015 .

[8]  Billie F. Spencer,et al.  Semiactive control strategy for a phase II smart base isolated benchmark building , 2008 .

[9]  Gian Paolo Cimellaro,et al.  Retrofit of a hospital through strength reduction and enhanced damping , 2006 .

[10]  Erik A. Johnson,et al.  Smart base‐isolated benchmark building. Part I: problem definition , 2006 .

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

[12]  Michael C. Constantinou,et al.  Experimental Shake Table Testing of an Adaptive Passive Negative Stiffness Device within a Highway Bridge Model , 2015 .