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http://dx.doi.org/10.12989/sem.2016.57.1.161

Design of double dynamic vibration absorbers for reduction of two DOF vibration system  

Son, Lovely (Department of Mechanical Engineering, Faculty of Engineering, Andalas University)
Bur, Mulyadi (Department of Mechanical Engineering, Faculty of Engineering, Andalas University)
Rusli, Meifal (Department of Mechanical Engineering, Faculty of Engineering, Andalas University)
Adriyan, Adriyan (Department of Mechanical Engineering, Faculty of Engineering, Andalas University)
Publication Information
Structural Engineering and Mechanics / v.57, no.1, 2016 , pp. 161-178 More about this Journal
Abstract
This research is aimed to design and analyze the performance of double dynamic vibration absorber (DVA) using a pendulum and a spring-mass type absorber for reducing vibration of two-DOF vibration system. The conventional fixed-points method and genetics algorithm (GA) optimization procedure are utilized in designing the optimal parameter of DVA. The frequency and damping ratio are optimized to determine the optimal absorber parameters. The simulation results show that GA optimization procedure is more effective in designing the double DVA in comparison to the fixed-points method. The experimental study is conducted to verify the numerical result.
Keywords
vibration; absorber; mass-spring; pendulum; GA;
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Times Cited By KSCI : 6  (Citation Analysis)
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1 Ahn, N.D. and Nguyen, N.X. (2011), "Extension of equivalent linearization method to design of TMD for linear damped systems", Struct. Control Hlth. Monit., 19(6), 565-573.
2 Bekdas, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search", Eng. Struct., 33(9), 2716-2723.   DOI
3 Casciati, F. and Giuliano, F.(2009), "Performance of Multi-TMD in the Towers of Suspension Bridges", J. Vib. Contr., 15(6), 821-847.   DOI
4 Den Hartog, J.P. (1956), Mechanical Vibrations: Fourth Edition, McGraw-Hill Book Company, New York, USA.
5 Ghosh, A. and Basu, B. (2007), "A closed-form optimal tuning criterion for TMD in damped structures", Struct. Control Hlth. Monit., 14, 681-692.   DOI
6 Giuseppe, C.M., Rita, G. and Giuseppe, P. (2008), "Stochastic optimum design of linear tuned mass damper for seismic protection of high towers", Struct. Eng. Mech., 29(6), 603-622.   DOI
7 Gong, X., Peng, C., Xuan, S., Xu, Y. and Xu, Z. (2012), "A pendulum-like tuned vibration absorber and its application to a multi-mode system", J. Mech. Sci. Tech., 26(11), 3411-3422.   DOI
8 Hashem, H. and Hessamoddin, M.R. (2014), "Seismic control response of structures using an ATMD with fuzzy logic controller and PSO method", Struct. Eng. Mech., 51(4), 547-564.   DOI
9 Haupt, R.L. and Haupt, S.E. (2004), Practical Genetic Algorithm, John Willey & Sons, USA.
10 Hu, Z., Wang, M. and Zan, T. (2013), "Dynamic vibration absorber design to suppress boring chatter: absorber parameters identification based on modal correlation", Adv. Mat. Res., 753-755, 1816-1820.   DOI
11 Nigdeli, S.M. and Bekdas, G. (2013), "Optimum tuned mass damper design for preventing brittle fracture of RC building", Smart Struct. Syst., 12(2), 137-155.   DOI
12 Nigdeli, S.M. and Bekdas, G. (2014), "Optimum tuned mass damper approaches for adjacent structures", Earthq. Struct., 7(6), 1071-1091.   DOI
13 Seto, K., Iwasaki, Y., Shimoda, I., Oda, S. and Watanabe, T. (2011), "Vibration control for house structures beyond 3 story using adjustable pendulum-type controller under ground excitation like traffic vibrations or earthquakes", J. Syst. Des. Dyn., 5(5), 653-664.   DOI
14 Seto, K. and Ookuma, M., Yamashita, S. and Nagamatsu, A. (1987), "Method of estimating equivalent mass of multi-degree-of-freedom system", JSME Int. J., 30, 1638-1644.   DOI
15 Tributsch, A. and Adam, C. (2012), "Evaluation and analytical approximation of tuned mass damper performance in an earthquake environment", Smart Struct. Syts., 10(2), 155-179.   DOI
16 Wu, C.J., Chang, C.H. and Lin, Y.Y. (2009), "Optimal design for non uniform tuned liquid column damper in horizontal motion", J. Sound Vib., 326, 104-122   DOI
17 Xiang, P. and Nishitani, A. (2015), "Optimum design and application of non-traditional tuned mass damper toward seismic response control with experimental test verification", Earthq. Eng. Struct. Dyn., 44(13), 2199-2220.   DOI
18 Yang, F., Sedaghati, R. and Esmaelzadeh, E. (2015), "Optimal design of distributed tuned mass dampers for passive vibration control of structures", Struct. Control Hlth. Monit., 22(2), 221-236.   DOI
19 Zhul, F., Wang, J.T., Jin, F. and Altay, O. (2015), "Real-time hybrid simulation of single and multiple tuned column dampers for controlling seismic-induced response", 6th International Conference on Advances in Experimental Structural Engineering, Illinois, USA, August.
20 Yu, J., Yamaura, H., Oishi, T. and Yu, Y. (2013), "Vibrations suppression control of image transfer belt system with flywheel or dynamic vibration absorber", J. Adv. Mech. Des. Syst. Man., 7, 52-64.   DOI