Structural vibration control using inerter-based devices:a review of the state of the art
Although appending an auxiliary mass element to a structure has been widely employed as a passive structural vibration control approach,carrying and situating such a huge mass to the top of building possess undeniable structural and architectural limitations,especially in seismic excitations.To overcome the mentioned restrictions,a novel two-terminal mechanical device called inerter is introduced as an alternative to mass element wherein one terminal is grounded.Due to the inerters versatile characteristic,generating a massive apparent mass by rotating an actual lightweight mass,it can be utilized as a passive structural vibration control device.To accurately clarify the behavior of the inerter within the structural control methods,this article presents a brief review on the recent developments of inerterbased devices.It certified that inerter-based dampers have significant potential for improving the structural seismic behavior.
ball-screw rack-pinion inerter force restricted tuned viscous mass damper (FRTVMD) tuned mass damper inerter (TMDI) tuned inerter damper (TID)
M.A.Sadeghian J.Yang
Department of Civil Engineering,Shanghai Jiao Tong University,Shanghai,200240 China
国际会议
The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)
青岛
英文
1046-1053
2018-07-22（万方平台首次上网日期，不代表论文的发表时间）