调谐结构体系在地震作用下的参数配置研究

英文篇名：Research on parameter configuration of passive tuned systems excited by earthquake ground motion
中文刊名：地震工程与工程振动
英文刊名：Journal of Earthquake Engineering and Engineering Vibration
作者：张文芳 ; 吕涛 ; 孔鹏
英文作者：ZHANG Wenfang1 ; L Tao1 ; KONG Peng2 (1.College of Architectural & Civil Engineering ; Taiyuan University of Technology ; Taiyuan 030024 ; China ; 2.Design Institute of Taiyuan Heavy Industry Technology Company ; Taiyuan 030024 ; China)
中文关键词：调谐减震体系 ; 基底简谐激励 ; 参数影响 ; 减震效果
英文关键词：tuned seismic vibration reduction system ; harmonic ground excitation ; parameter influence ; efficiency of seismic response reduction
出版日期：2008-06-15
机构：太原理工大学建筑与土木工程学院,太原理工大学建筑与土木工程学院,太原重工科技公司设计院山西太原030024,山西太原030024,山西太原030024
年：2008
期：03
出版单位：地震工程与工程振动

摘要

为研究调谐结构体系在基底水平地震作用下的减震效果,采用有代表性的两质点模型,从简谐激励出发得出了稳态位移响应表达式和影响参数。在此基础上,计算了子结构周期影响,得出其优化配置公式;分析了子结构与基本结构质量比的影响及配置;分析了基本结构周期、结构阻尼对减震效果的影响。进一步评析了调谐体系在宽带地震反应控制中的参数配置。研究指出质量比是地震作用下高效减震控制的重要参数,并指出了基本结构周期配置的重要性。
The passive control efficiency of tuned systems in reducing earthquake-excited vibration response is an important subject.In this paper,analytic expressions of stable displacement responses and influence parameters are concluded,in which a representative simplified model with 2 DOF excited by constant harmonic ground motion is considered.On the above foundation,the influence and optimal configuration of substructure period is studied.The influence and configuration of mass ratio are investigated.The influence of megastructure period or damping on response reduction is analyzed.Furthermore,parameter configuration is commented on in control of wide-banded seismic response.Investigation shows that mass ratio is one of the main parameters influencing efficiency of earthquake-excited response reduction.The importance of period configuration of megastructure is pointed out.

引文

[1]Housner G W,Bergman L A,Caughey TK,et al.Structure control:past,present and future[J].Journal of Engineering Mechanics,ASCE,1997,123(9):897-907.
    [2]Villaverde R.Seismic control of structures with damped resonant appendages[C]∥Proc.of First World Conference on Structural Control,LosAngeles,1994,1(WP4):113-122.
    [3]Clark A J.Multiple passive tuned mass damper for reducing earthquake induced building motion[C]∥Proc.9th World Conference On Earth-quake Engineering,Tokyo-Kyoto,1988,5:779-784.
    [4]Setareh M.Use of the doubly-Tuned mass dampers for passive vibration control[C]∥Proc.of First World Conference on Structural Control,LosAngeles,1994,1(WP4):12-21.
    [5]田洁,姚谦峰,王克成.单层工业厂房-TMD减震控制系统研究[J].地震工程与工程振动,2005,25(1):123-127.
    [6]张文芳.建筑结构TMD振动控制及其新体系减震研究[J].太原理工大学学报,2004,35(1),43-47.
    [7]李春祥.土木工程结构的双层多重调谐质量阻尼器控制策略[J].地震工程与工程振动,2005,25(1):.
    [8]张文芳,靳金平.多高层建筑顶部塔楼的水平地震作用研究[J].工程力学,2006,23(10),136-140.
    [9]祁皑.层间隔震技术评述[J].地震工程与工程振动,2004,24(6):139-145.
    [10]GB 50011-2001,建筑结构抗震设计规范[S].北京:中国建筑工业出版社,2001.