Slip-Stick Steady-State Solution for Simple Coulomb-Damped Mass
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281995%29121%3A2%28289%29
Reference11 articles.
1. Fafitis A. and Larson D. (1993). “Passive control using Coulomb damped masses.” PD-Vol. 52 Struct. Dynamics and Vibrations 1993: ASME 16th Annu. Energy-Sources Technol. Conf . Am. Soc. of Mech. Engrs. (ASME) New York N.Y. 119–125.
2. Larson D. and Fafitis A. (1994). “The periodic steady state solutions for a sliding rigid mass resting on a SDOF oscillator.” Proc. Engrg. Systems Des. and Anal. Conf . Am. Soc. of Mech. Engrs. (ASME) New York N.Y.
3. Malushte S. R. and Singh M. P. (1989). “A study of seismic response characteristics of structures with friction damping.” Earthquake Engrg. and Struct. Dynamics Vol. 18 767–783.
4. Masri S. F. and Caughey T. K. (1966). “On the stability of the impact damper.” J. Appl. Mech . (Sept.) 586–592.
5. Matsui K. Iura M. Sasaki T. and Kosaka I. (1991). “Periodic response of a rigid block resting on a footing subjected to harmonic excitation.” Earthquake Engrg. and Struct. Dynamics Vol. 20 683–697.
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