1) passive tuned mass damper (PTMD)
被动调谐质量阻尼器(PTMD)
2) passive tuned mass damper
被动调谐质量阻尼器
1.
With this method, some simulation programs are designed by means of MATLAB language, and then elastoplastic time history analysis is carried out on the structure with the passive tuned mass damper (PTMD) to study on the seismic reduction effect of earthquake response of shear structures with PTMD, and in the meantime, elastoplastic time history analysis of structure model, based.
本文根据抗震结构理论,基于Wilson-θ法提出了双离散Wilson-θ法;利用该法,并使用MATLAB语言自行编制仿真程序;对被动调谐质量阻尼器(PTMD)减震结构体系进行基于模糊的弹塑性时程分析,以研究PTMD对剪切型结构地震反应的减震效果,并与试验结果相对比,分析表明二者吻合较好;最后提出了PTMD减震结构体系的实用设计方法。
3) ATMD/APTMD/HMD(active tuned /active-passive tuned /hybrid mass damper)
主动调谐/主被动调谐/混合质量阻尼器
4) passive multiple tuned mass damper
被动多重调谐质量阻尼器
1.
The control algorithms and laws in time domain of three kinds of structure control measures, including the active tuned mass damper (ATMD), the semi-active magnetorheological damper (MR) and the passive multiple tuned mass damper (MTMD), are established, and the equations of motion in frequency domain of the controlled structure,in which three kinds of control measures.
文中首先建立了主动调谐质量阻尼器(ATMD)、半主动磁流变阻尼器(MR)和被动多重调谐质量阻尼器(MTMD)等三种结构控制措施在时域中的控制算法和控制律,然后基于子结构法,采用间接边界元方法,通过傅里叶变换,推导了分别安装三种结构控制措施的受控结构在频域中的运动方程,数值仿真分析了某36层高层建筑的地震反应及其控制效果。
5) active tuned mass damper(ATMD)
主动调谐质量阻尼器
1.
Based on the Kanai-Tajimi model for ground motions,the transfer functions are formulated for the structure with Active Tuned Mass Damper(ATMD).
基于Kanai Tajimi地震动模型,建立了设置主动调谐质量阻尼器(ATMD)结构的传递函数。
6) active tuned mass damper
主动调谐质量阻尼器
1.
Investigations of vibration control of tall buildings under wind loads using active tuned mass damper;
结构最优主动调谐质量阻尼器风致振动控制的研究
2.
Evaluation has been made on the stroke of active tuned mass dampers(ATMD)for eccentric structure under earthquake.
评价了偏心结构主动调谐质量阻尼器(ATMD)减震时的冲程。
3.
The control algorithms and laws in time domain of three kinds of structure control measures, including the active tuned mass damper (ATMD), the semi-active magnetorheological damper (MR) and the passive multiple tuned mass damper (MTMD), are established, and the equations of motion in frequency domain of the controlled structure,in which three kinds of control measures.
文中首先建立了主动调谐质量阻尼器(ATMD)、半主动磁流变阻尼器(MR)和被动多重调谐质量阻尼器(MTMD)等三种结构控制措施在时域中的控制算法和控制律,然后基于子结构法,采用间接边界元方法,通过傅里叶变换,推导了分别安装三种结构控制措施的受控结构在频域中的运动方程,数值仿真分析了某36层高层建筑的地震反应及其控制效果。
补充资料：阻尼型电容分压器(见分压器)
阻尼型电容分压器(见分压器)
damped capacitor voltage dividers
阻尼型电粤万压藉一”divider尽)见分压器(dam卯d eapaei、orvoltage
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条