Please use this identifier to cite or link to this item:
|標題:||Vibration control identification of seismically excited m.d.o.f. structure-PTMD systems||作者:||Lin, C.C.
|關鍵字:||tuned mass dampers;optimum absorber parameters;building vibration;design||Project:||Journal of Sound and Vibration||期刊/報告no：:||Journal of Sound and Vibration, Volume 240, Issue 1, Page(s) 87-115.||摘要:||
In this paper, the vibration control philosophy and optimal design of passive tuned mass dampers (PTMDs) for a multi-degree-of-freedom (m.d.o.f.) structure are presented. In order to prove the effectiveness of PTMD, the modal properties of a m.d.o.f. building with an optimal PTMD are identified using a specified system identification procedure. The difference in the modal properties between a structure with and without PTMD determines the PTMD vibration control performance. An extended random decrement method, which considers the measurement correlation, was first employed to reduce the measured dynamic responses of the building. The Ibrahim time domain technique was then applied to calculate the modal frequencies, damping ratios, and mode shapes based on only a few floor response measurements. To obtain the complete mode shapes, an interpolation method was developed to estimate the mode shape values for the locations without measurements. The seismic responses at floors with and without measurements were also calculated. Numerical results throughout a five-storey building under ambient random excitations demonstrated that the proposed system identification techniques are able to identify the dominant modal parameters of the system accurately, even with high closed-space frequencies and noise contamination. In addition, PTMD was proved to be a useful control device. (C) 2001 Academic Press.
|Appears in Collections:||土木工程學系所|
Show full item record
TAIR Related Article
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.