Study on multiple accelerated oscillator damper system and parametric optimization

摘要：

　　Since the invention of the TMD device a hundred years ago,it has become a very important technology in structural control.TMDs are effective in reducing the response of structures under harmonic or wind excitations.In order for TMDs to be effective to reduce structural vibration subjected to earthquake excitations,large mass ratios must be used,and TMDs are ineffective in reducing the maximum seismic response of tall buildings.To improve these shortcomings,a new accelerated oscillator damper(AOD)has been proposed recently.In this paper,a newly invented multiple accelerated oscillator damper(MAOD)is proposed and mechanical properties of the MAODs on single degree of freedom structure is studied.The results show that the SDOF structure with MAODs is equivalent to a generalized SDOF structure.Moreover,parametric optimization results is provided effectively to guide the design of structures with MAODs.

关键词： AOD accelerated oscillator damper vibration control parametric optimization MAOD

作者: Yonggang Tan Jiazhen Zhou Zhe Zhang

作者单位: Associate Professor,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian,Chi M.S.Candidate,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian,China Professor,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian,China

会议类型: 国际会议

会议名称: The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)

会议地点: 青岛

会议语种:英文

页码: 917-924

在线出版日期: 2018-07-22（万方平台首次上网日期，不代表论文的发表时间）