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质量阻尼器的发展
引用本文:李春祥,刘艳霞,王肇民.质量阻尼器的发展[J].力学进展,2003,33(2):194-206.
作者姓名:李春祥  刘艳霞  王肇民
作者单位:上海交通大学建筑工程与力学学院
摘    要:广泛评述了调谐质量阻尼器(TMD)、多重调谐质量阻尼器(MTMD)、主动质量阻尼器(AMD)、半主动 TMD(SATMD)、主动调谐/主被动调谐/混合质量阻尼器(ATMD/APTMD/HMD)的研究现状.TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD能够有效地减小结构的风振与地震反应.指出强震下结构设置TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD的主要目的是限制结构屈服的进一步发展.因此,基于非线性结构模型的TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD研究具有重要意义.指出了TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD 有待于进一步研究的若干问题.提出了结构主动多重调谐质量阻尼器(AMTMD)和多重主被动调谐质量阻尼器(MAPTMD)的新控制策略.介绍了AMTMD和MAPTMD的研究进展并指出了进一步研究的发展方向. 

关 键 词:振动控制    调谐质量阻尼器    多重调谐质量阻尼器    主动质量阻尼器    半主动TMD    主动调谐/主被动调谐/混合质量阻尼器    主动多重调谐质量阻尼器    多重主被动调谐质量阻尼器
修稿时间:2002年1月7日

A REVIEW ON MASS DAMPERS
LI Chunxiang School of Civil Engineering and Mechanics,Shanghai Jiaotong University,Shanghai ,China LIU Yanxia WANG Zhaomin School of Civil Engineering,Tongji University,Shanghai ,China.A REVIEW ON MASS DAMPERS[J].Advances in Mechanics,2003,33(2):194-206.
Authors:LI Chunxiang School of Civil Engineering and Mechanics  Shanghai Jiaotong University  Shanghai  China LIU Yanxia WANG Zhaomin School of Civil Engineering  Tongji University  Shanghai  China
Institution:LI Chunxiang School of Civil Engineering and Mechanics,Shanghai Jiaotong University,Shanghai 200030,China LIU Yanxia WANG Zhaomin School of Civil Engineering,Tongji University,Shanghai 200092,China
Abstract:A comprehensive survey is given on the tuned mass damper (TMD), the multiple tuned mass damper (MTMD), the active mass damper (AMD), the semi-active TMD, and the active tuned /active-passive tuned /hybrid mass damper. These mass dampers are found to be able to reduce the response of structures due to earthquakes or wind loads. It is pointed out that for the structures subjected to strong earthquakes, these mass dampers may limit their further yielding. Therefore, it is important to conduct a study on these mass dampers based on the structural nonlinear models. Numbers of issues to be further studied are suggested for these mass dampers. Two new control strategies-active multiple tuned mass dampers (AMTMD) and multiple active-passive tuned mass dampers (MAPTMD) are proposed for the vibration control of structures. The development in the studies of AMTMD and MAPTMD and some future directions of are discussed in the present paper.
Keywords:vibration control  TMD(tuned mass damper)  MTMD(multiple tuned mass dampers)  AMD(active mass damper)  SATMD(semi-active TMD)  ATMD/APTMD/HMD(active tuned /active-passive tuned /hybrid mass damper)  AMTMD(active multiple tuned mass dampers)  MA
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