《Dynamic analysis of space structures with multiple tuned mass dampers》.pdf

Engineering Structures 29 (2007) 3390–3403 /locate/engstruct Dynamic analysis of space structures with multiple tuned mass dampers Y.Q. Guo, W.Q. Chen ∗ Department of Civil Engineering, Zhejiang University, Hangzhou 310027, PR China Received 7 February 2007; received in revised form 25 April 2007; accepted 8 September 2007 Available online 22 October 2007 Abstract Formulations of the reverberation matrix method (RMM) are presented for the dynamic analysis of space structures with multiple tuned mass dampers (MTMD). The theory of generalized inverse matrices is then employed to obtain the frequency response of structures with and without damping, enabling a uniform treatment at any frequency, including the resonant frequency. For transient responses, the Neumann series expansion technique as suggested in RMM is found to be confined to the prediction of accurate response at an early time. The artificial damping technique is employed here to evaluate the medium and long time response of structures. The free vibration, frequency response, and transient response of structures with MTMD are investigated by the proposed method through several examples. Numerical results indicate that the use of MTMD can effectively alter the distribution of natural frequencies as well as reduce the frequency/transient responses of the structure. The high accuracy, lower computational cost, and uniformity of formulation of RMM are highlighted. c 2007 Elsevier Ltd. All rights reserved. Keywords: Reverberation matrix method; Space structure; Multiple tuned mass dampers; Vibration control; Frequency