طراحی میراگر جرمی بر پایه مفهوم سختی موهومی

1-      

[1]  Connor JJ. Introduction to Structural Motion Control. Prentice-Hall: Englewood Cliffs, NJ, 2003.

[2]  Frahm H. Device for damping of bodies. US Patent No: 989,958. 1911.

[3]  Ormondroyd J, Den Hartog JP. The theory of dynamic vibration absorber. Trans Am Soc Mech Eng        1928; 50:9–22.

[4]  Warburton GB, Ayorinde EO, 'Optimum absorber parameters for simple systems',  Earthq Eng and Structl Dyn, 1980; 8: 197-217

[5]  Thompson AG, 'Optimum tuning and damping of a dynamic vibration absorber appliedto a force excited and damped primary system', J Sound and Vibr, 1981; 11: 403-15.

[6]  Warburton GB, 'Optimal absorber parameters for various combinations of response and excitation    parameters',  Earthq Eng and Strutl Dyn, 1982; 10: 381-401.

[7]  Hadi MNS, Arfiadi Y, 'Optimum design of absorber for MDOF structures', J Structl Eng, ASCE 1998; 124(11): 1272-80.

[8]  Lee CL, Chen YT, Chung LL, Wang YP. Optimal design theories and applications oftuned mass dampers. Eng Struct 2006; 28(1), 43-53

[9]  Rana R, Soong TT, 'Parametric study and simplified design of tuned mass dampers', Eng Struct 1998;20:193–204.Yau J-D,

[10] Yang Y-B, 'A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads', Eng Struct 2004;26:1795–807.

[11] Li C, Qu W, 'Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration', Eng Struct 2006; 28:472–94.

[12] Y. Arfiadi a, and M.N.S. Hadi, 'Optimum placement and properties of tuned mass dampers using hybridgenetic algorithms ', Int. J. Optim. Civil Eng., 2011; 1:167-187.

[13] Michele Zilletti, Stephen J. Elliott, Emiliano Rustighi, 'Optimization of dynamic vibration absorbers to minimize kinetic energy and maximize internal power dissipation', Journal of Sound and Vibration, 331 (2012) 4093–4100.

[14] Chopra, A.K. (1995) Dynamics of Structures: Theory and Applications to Earthquake Engineering. Prentice-Hall.

[15] O. Nishihara, T. Asami, Closed-form solutions to the exact optimizations of dynamic vibration absorbers (minimizations of the maximum amplitude magnification factors), Journal of VibrationandAcoustics 124 (2002)576–582.

[16] Y. Iwata, On the construction of the dynamic vibration absorber, Japanese Society of Mechanical Engineering 820 (1982)150–152.

[17] H. Yamaguchi ,Damping of transient vibration by a dynamic absorber, Transactions of the Japan Society of Mechanical Engineers, Ser. C 54 (1988) 561–568.

[18] D.W. Miller, E.F. Crawley, B.A. Wards, Inertial Actuator Design for Maximum Passive and Active Energy Dissipation in Flexible Space Structures, in: Structures, Structural Dynamics, and Materials Conference American Institute of Aeronautics and Astronautics, Orlando FL, April 1985, pp. 536–544.

[19] S. Krenk, Frequency analysis of the tuned mass damper, Journal of Applied Mechanics 72 (2005)936–942.

[20] Alamatian, J., Rezaeepazhand, J., 2011. A simple approach for determination of actuator and sensor locations in smart structures subjected to the dynamic loads. International Journal of Engineering (IJE), 24:341-349.