A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations
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Diego Lopez-Garcia | Juan Carlos de la Llera | José A. Inaudi | José L. Almazán | J. A. Inaudi | J. D. L. Llera | J. Almazán | D. Lopez-Garcia | Luis Izquierdo | Luis Izquierdo | J. Llera
[1] G. B. Warburton,et al. Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .
[2] Tospol Pinkaew,et al. Seismic effectiveness of tuned mass dampers for damage reduction of structures , 2003 .
[3] Chi-Chang Lin,et al. Seismic response reduction of irregular buildings using passive tuned mass dampers , 2000 .
[4] Sonia E. Ruiz,et al. Influence of ground motion intensity on the effectiveness of tuned mass dampers , 1999 .
[5] Roberto Villaverde,et al. Reduction seismic response with heavily-damped vibration absorbers , 1985 .
[6] P. Lukkunaprasit,et al. Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes , 2001 .
[7] Yozo Fujino,et al. Design formulas for tuned mass dampers based on a perturbation technique , 1993 .
[8] James M. Kelly,et al. Mass Damper Using Friction-Dissipating Devices , 1995 .
[9] Fahim Sadek,et al. A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS , 1997 .
[10] Mahendra P. Singh,et al. Tuned mass dampers for response control of torsional buildings , 2002 .
[11] S. E. Ruiz,et al. About the effectiveness of tuned mass dampers on nonlinear systems subjected to earthquakes , 1970 .
[12] Roberto Villaverde,et al. Damped resonant appendages to increase inherent damping in buildings , 1993 .