Passive vibration control of the SCOLE beam system
暂无分享,去创建一个
[1] Xiaowei Zhao,et al. Suppression of the vibrations of wind turbine towers , 2011, IMA J. Math. Control. Inf..
[2] Paul H. Wirsching,et al. Minimal structural response under random excitation using the vibration absorber , 1973 .
[3] Bao-Zhu Guo,et al. On the Boundary Control of a Hybrid System with Variable Coefficients , 2002 .
[4] Jerome J. Connor,et al. Introduction to Structural Motion Control , 2002 .
[5] Xiaowei Zhao,et al. Load reduction of a monopile wind turbine tower using optimal tuned mass dampers , 2017, Int. J. Control.
[6] H. Yamaguchi,et al. Fundamental characteristics of Multiple Tuned Mass Dampers for suppressing harmonically forced oscillations , 1993 .
[7] M. Luu,et al. An optimization method of multi-resonant response of high-speed train bridges using TMDs , 2012 .
[8] L. Markus,et al. Stabilization of a hybrid system of elasticity by feedback boundary damping , 1988 .
[9] Jason Jonkman,et al. FAST User's Guide , 2005 .
[10] Walter Littman,et al. Exact boundary controllability of a hybrid system of elasticity , 1988 .
[11] Charles Poussot-Vassal,et al. Poles residues descent algorithm for optimal frequency-limited ℋ2 model approximation , 2014, 2014 European Control Conference (ECC).
[12] Jason Jonkman,et al. FAST User's Guide - Updated August 2005 , 2005 .
[13] Lawrence A. Bergman,et al. Optimal Distribution of Tuned Mass Dampers in Wind-Sensitive Structures , 1989 .
[14] Erik A. Johnson,et al. Distributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings , 2011 .
[15] Lei Zuo,et al. Effective and Robust Vibration Control Using Series Multiple Tuned-Mass Dampers , 2009 .
[16] D. A. Howells,et al. Energy and finite element methods in structural mechanics, By I. H. Shames, C. L. Dym, Hemisphere Publishing Corp., New York, 1986, No. of pages: 757. Price:$44.95 , 1988 .
[17] R. Sedaghati,et al. Passive Vibration Control of Beams Subjected to Random Excitations with Peaked PSD , 2006 .
[18] Robert J. McNamara,et al. Tuned Mass Dampers for Buildings , 1977 .
[19] Kyoung Sun Moon,et al. Vertically distributed multiple tuned mass dampers in tall buildings: performance analysis and preliminary design , 2009 .
[20] K. Xu,et al. Dynamic characteristics of multiple substructures with closely spaced frequencies , 1992 .
[21] J. Jonkman,et al. Definition of a 5-MW Reference Wind Turbine for Offshore System Development , 2009 .
[22] Ajoy Ghatak,et al. The Dirac Delta Function , 2004 .
[23] R. Lewandowski,et al. Dynamic analysis of structures with multiple tuned mass dampers , 2009 .
[24] Y. Fujino,et al. Dynamic characterization of multiple tuned mass dampers and some design formulas , 1994 .
[25] A. Belegundu,et al. Introduction to Finite Elements in Engineering , 1990 .
[26] Rosario Toscano. Signal and System Norms , 2013 .
[27] Lei Zuo,et al. Design of Passive Mechanical Systems via Decentralized Control Techniques , 2002 .
[28] Giovanni Falsone,et al. An Euler–Bernoulli-like finite element method for Timoshenko beams , 2011 .
[29] Takeru Igusa,et al. Vibration Control Using Multiple Tuned Mass Dampers , 1994 .
[30] Masato Abe,et al. Tuned mass dampers for structures with closely spaced natural frequencies , 1995 .
[31] Ahsan Kareem,et al. Performance of Multiple Mass Dampers Under Random Loading , 1995 .
[32] Fahim Sadek,et al. A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS , 1997 .
[33] G. B. Warburton,et al. Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .
[34] Chi-Chang Lin,et al. Train-Induced Vibration Control of High-Speed Railway Bridges Equipped with Multiple Tuned Mass Dampers , 2005 .
[35] Haijun Zhang,et al. Particle swarm optimization of TMD by non‐stationary base excitation during earthquake , 2008 .