振动与冲击
振動與遲擊
진동여충격
Journal of Vibration and Shock
2015年
21期
25-30
,共6页
彭凌云%康迎杰%秦丽%何浩祥
彭凌雲%康迎傑%秦麗%何浩祥
팽릉운%강영걸%진려%하호상
复刚度阻尼%TMD%稳态响应%随机振动
複剛度阻尼%TMD%穩態響應%隨機振動
복강도조니%TMD%은태향응%수궤진동
complex stiffness and damping%TMD%steady state response%random vibration
利用复刚度阻尼进行减振的优化设计理论亟需发展。建立具有复刚度阻尼特征的调频质量阻尼器(TMD)减振结构的动力学方程,并基于定点理论提出了采用复刚度阻尼的 TMD 结构最优频率比和最优阻尼比确定方法。对具有复刚度阻尼特征的 TMD 减振结构在简谐激励和平稳随机激励下的稳态响应进行了分析。以主结构位移振幅最小为优化条件,推导 TMD 的阻尼和频率最优参数的理论公式。结果表明复刚度阻尼 TMD 的整体减振效果接近于黏滞阻尼减振结构,在相同质量比和一定频率范围内,复刚度阻尼比黏滞阻尼可能具有更好的减振效果。对 Davenport 风速谱下复刚度阻尼 TMD 减振结构的随机响应进行分析,结果表明 TMD 的减振效果要弱于白噪声作用下的结果,复刚度阻尼TMD 减振效果稍逊于黏滞阻尼的情况,但二者结果较接近。在应用 TMD 减振技术时,采用复刚度阻尼是一种有益的选择方案。
利用複剛度阻尼進行減振的優化設計理論亟需髮展。建立具有複剛度阻尼特徵的調頻質量阻尼器(TMD)減振結構的動力學方程,併基于定點理論提齣瞭採用複剛度阻尼的 TMD 結構最優頻率比和最優阻尼比確定方法。對具有複剛度阻尼特徵的 TMD 減振結構在簡諧激勵和平穩隨機激勵下的穩態響應進行瞭分析。以主結構位移振幅最小為優化條件,推導 TMD 的阻尼和頻率最優參數的理論公式。結果錶明複剛度阻尼 TMD 的整體減振效果接近于黏滯阻尼減振結構,在相同質量比和一定頻率範圍內,複剛度阻尼比黏滯阻尼可能具有更好的減振效果。對 Davenport 風速譜下複剛度阻尼 TMD 減振結構的隨機響應進行分析,結果錶明 TMD 的減振效果要弱于白譟聲作用下的結果,複剛度阻尼TMD 減振效果稍遜于黏滯阻尼的情況,但二者結果較接近。在應用 TMD 減振技術時,採用複剛度阻尼是一種有益的選擇方案。
이용복강도조니진행감진적우화설계이론극수발전。건립구유복강도조니특정적조빈질량조니기(TMD)감진결구적동역학방정,병기우정점이론제출료채용복강도조니적 TMD 결구최우빈솔비화최우조니비학정방법。대구유복강도조니특정적 TMD 감진결구재간해격려화평은수궤격려하적은태향응진행료분석。이주결구위이진폭최소위우화조건,추도 TMD 적조니화빈솔최우삼수적이론공식。결과표명복강도조니 TMD 적정체감진효과접근우점체조니감진결구,재상동질량비화일정빈솔범위내,복강도조니비점체조니가능구유경호적감진효과。대 Davenport 풍속보하복강도조니 TMD 감진결구적수궤향응진행분석,결과표명 TMD 적감진효과요약우백조성작용하적결과,복강도조니TMD 감진효과초손우점체조니적정황,단이자결과교접근。재응용 TMD 감진기술시,채용복강도조니시일충유익적선택방안。
The study on the optimal design theory for vibration reduction structures with complex stiffness and damping is necessary.The dynamic equations for structures including tuned mass dampers (TMDs)with complex stiffness and damping were established.The method for determining their optimal frequency ratio and optimal damping ratio was presented based on the fixed point theory.The steady state responses of the such kind structures to harmonic excitation and stationary random excitation were analyzed,respectively.The theoretical formulas for the optimal damping and frequency were derived when the displacement amplitude minimization of the main structure was set as the optimal objective.The results showed that the overall vibration reduction effect of this kind of structures were close to that of structures with viscous damping,and the former is better in a certain frequency range with the same mass ratio.The random responses of this kind of structures under Davenport wind speed spectrum were analyzed.The results showed that the vibration reduction effect of TMDs with complex stiffness and damping is less than that under white noise excitation, the vibration reduction effect of the such kind structures is less than that of structures with viscous damping,but the difference is slight;so,if TMDs are applied in vibration control,adopting complex stiffness and damping is a profitable option.