1) tuned mass damper
调谐质量阻尼器(TMD)
2) TMD
调谐质量阻尼器(TMD)
1.
By analyzing and comparing for the frame structure with different plans, it is show that the TMD can reduce all levels\' peak displacement,especially the top floor,and the results of option 1 is better than option 2 and 3.
采用有限元软件SAP2000,建立了某4层框架结构加2层钢框架后的模型,对该结构分3种方案设置调谐质量阻尼器(TMD)后进行多遇地震作用下的时程分析对比。
2.
Motion equations were formulated respectively for a simply-supported beam and TMD,and they have been transformed into modal equations in terms of the generalized coordinates with the mode superposition method.
分别建立简支梁和调谐质量阻尼器(TMD)的运动方程,并采用振型叠加法建立与其对应的广义坐标方程,同时结合现代控制理论,采用状态空间法建立与其对应的状态方程,运用SIMULINK仿真系统对简支梁桥进行了动力仿真分析。
3) horizontal TMD(Tuned Mass Damper)
水平TMD(调谐质量阻尼器)
4) TMD(tuned mass damper)
TMD(调频质量阻尼器)
5) TMD control
调频质量阻尼器(TMD)控制
6) Tuned mass damper
调频质量阻尼器(TMD)
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