Abstract
In this paper, comparison is made between vibration control systems using viscous damper, viscous mass damper and tuned viscous mass damper. It is shown that the vibration control system using the viscous mass damper is the most effective for linear structural system with the dampers having same damping ratio. Effectiveness of the present vibration control system is verified conducting shaking table tests with small scaled tuned viscous mass dampers. And, applicability of the present vibration control system to non-linear structural systems subjected to seismic ground motions is also shown by performing non-linear time history analyses.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Journal of Structural and Construction Engineering (Transactions of AIJ)
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
