调谐质量阻尼器风振控制的研究进展及应用  

Research Progress and Application of Tuned Mass Damper for Wind-induced Vibration Control

作　　者：方博 丁孙玮[2,3] 林东海 Fang Bo;Ding Sunwei;Ling Donghai(School of Energy and Materials,Shanghai Polytechnic University,201209,China;Shanghai Research Institute of Materials,200437,China;Shanghai Engineering Research Center of Earthquake Energy Dissipation,200437,China)

机构地区：[1]上海第二工业大学能源与材料学院,201209 [2]上海材料研究所有限公司,200437 [3]上海消能减震工程技术研究中心,200437

出　　处：《特种结构》2025年第2期104-110,共7页Special Structures

摘　　要：本文旨在综述调谐质量阻尼器(Tuned Mass Damper,TMD)在工程结构振动控制中的应用与发展。通过详细分析TMD的基本构造与工作原理,系统梳理了其从传统单一形式到多重调谐质量阻尼器(MTMD)、调谐质量惯容阻尼器(TMDI)和主动调谐质量阻尼器(ATMD)等多样化类型的发展历程。研究方法包括对现有文献的系统回顾,重点关注TMD在风振控制中的理论研究、参数优化、控制方法和有限元模拟方面的进展。结果表明,TMD在高层建筑、大跨度桥梁和高耸结构的风振响应控制中表现出显著的减振效果,已成为现代工程设计的重要组成部分。In this paper,the applications and progresses of Tuned Mass Damper(TMD)in vibration control of engineering structures were reviewed.By analyzing the basic construction and working principle of TMD in detail,the development process of TMD from traditional single form to diversified types such as multiple tuned mass dampers(MTMD),tuned mass inertial capacity dampers(TMDI),and active tuned mass dampers(AT-MD)has been systematically reviewed.The study included a systematic review of the existing literature,focusing on the advances in theoretical research,parameter optimization,control,and finite element simulation of TMD in wind-induced vibration control.The results show that TMD has a remarkable effects on wind-induced vibration control of high-rise buildings,long-span bridges and towering structures,and has become an important part of modern engineering design.

关 键 词：调谐质量阻尼器 风振控制 舒适度 优化设计 

分 类 号：TU311.3[建筑科学—结构工程]