An adaptive‐passive retuning device for a pendulum tuned mass damper considering mass uncertainty and optimum frequency
暂无分享,去创建一个
Weixing Shi | Ying Zhou | Ying Zhou | Weixing Shi | Liangkun Wang | Xiaowei Li | Liangkun Wang | Quanwu Zhang | Xiaowei Li | Quanwu Zhang
[1] Satish Nagarajaiah,et al. Attenuation of a linear oscillator using a nonlinear and a semi-active tuned mass damper in series , 2013 .
[2] Satish Nagarajaiah,et al. WIND RESPONSE CONTROL OF BUILDING WITH VARIABLE STIFFNESS TUNED MASS DAMPER USING EMPIRICAL MODE DECOMPOSITION/HILBERT TRANSFORM , 2004 .
[3] Biswajit Basu,et al. Control of flapwise vibrations in wind turbine blades using semi‐active tuned mass dampers , 2011 .
[4] Ying Zhou,et al. Seismic performance of a damping outrigger system for tall buildings , 2017 .
[5] Bong-Ho Cho,et al. Dynamic Parameter Identification of Secondary Mass Dampers Based on Full‐Scale Tests , 2012, Comput. Aided Civ. Infrastructure Eng..
[6] Billie F. Spencer,et al. Experimental study of track nonlinear energy sinks for dynamic response reduction , 2015 .
[7] C. Sun,et al. Semi-active control of monopile offshore wind turbines under multi-hazards , 2018 .
[8] Sara Casciati,et al. A contribution to the modelling of human induced excitation on pedestrian bridges , 2017 .
[9] Jae-Seung Hwang,et al. Performance Evaluation of TMD under Typhoon Using System Identification and Inverse Wind Load Estimation , 2012, Comput. Aided Civ. Infrastructure Eng..
[10] Gangbing Song,et al. Experimental studies on the effectiveness and robustness of a pounding tuned mass damper for vibration suppression of a submerged cylindrical pipe , 2017 .
[11] Biswajit Basu,et al. Passive control of floating offshore wind turbine nacelle and spar vibrations by multiple tuned mass dampers , 2015 .
[12] Hongjin Kim,et al. Mode decomposition of structures with closely distributed modes and nonclassical damping , 2018 .
[13] Alessandro De Stefano,et al. Robust design of mass-uncertain rolling-pendulum TMDs for the seismic protection of buildings , 2009 .
[14] Zheng Lu,et al. Study on self‐adjustable tuned mass damper with variable mass , 2018 .
[15] Chao Sun,et al. Bi-directional vibration control of offshore wind turbines using a 3D pendulum tuned mass damper , 2018 .
[16] Satish Nagarajaiah,et al. Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short‐term fourier transform , 2009, Structural Control and Health Monitoring.
[17] Satish Nagarajaiah,et al. Adaptive length SMA pendulum smart tuned mass damper performance in the presence of real time primary system stiffness change , 2014 .
[18] B. F. Spencer,et al. STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .
[19] R. P. Eason,et al. Hardening Düffing oscillator attenuation using a nonlinear TMD, a semi-active TMD and multiple TMD , 2013 .
[20] Weixing Shi,et al. Study on self‐adjustable variable pendulum tuned mass damper , 2018, The Structural Design of Tall and Special Buildings.
[21] Liang Liu,et al. Analysis of wind-induced vibration of fluid–structure interaction system for isolated aqueduct bridge , 2013 .
[22] Lap-Loi Chung,et al. Suspension‐type tuned mass dampers with varying pendulum length to dissipate energy , 2016 .
[23] Sriram Narasimhan,et al. Adaptive Compensation for Detuning in Pendulum Tuned Mass Dampers , 2011 .
[24] Franco Maceri,et al. An adaptive pendulum for evolving structures , 2012 .
[25] Satish Nagarajaiah,et al. Short time Fourier transform algorithm for wind response control of buildings with variable stiffness TMD , 2005 .
[26] Xiaowei Zhao,et al. Passive vibration control of the SCOLE beam system , 2018, Structural Control and Health Monitoring.
[27] Biswajit Basu,et al. Multiscale Wavelet-LQR Controller for Linear Time Varying Systems , 2010 .
[28] Sara Casciati,et al. Design of a TMD solution to mitigate wind-induced local vibrations in an existing timber footbridge , 2015 .
[29] Satish Nagarajaiah,et al. Study on semi‐active tuned mass damper with variable damping and stiffness under seismic excitations , 2013, Structural Control and Health Monitoring.
[30] Minger Wu,et al. Seismic vibration and damage control of high-rise structures with the implementation of a pendulum-type nontraditional tuned mass damper , 2017 .
[31] Sriram Narasimhan,et al. Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures , 2013 .
[32] Alexander F. Vakakis,et al. Large-scale experimental evaluation and numerical simulation of a system of nonlinear energy sinks for seismic mitigation , 2014 .
[33] Federica Tubino,et al. Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges , 2015 .
[34] Lap-Loi Chung,et al. Optimal design formulas for viscous tuned mass dampers in wind‐excited structures , 2013 .
[35] Xinzhong Chen,et al. Assessing small failure probability by importance splitting method and its application to wind turbine extreme response prediction , 2013 .
[36] Lap-Loi Chung,et al. Optimal design of friction pendulum tuned mass damper with varying friction coefficient , 2013 .
[37] Sriram Narasimhan,et al. Results from a Full-Scale Study on the Condition Assessment of Pendulum Tuned Mass Dampers , 2016 .
[38] Satish Nagarajaiah,et al. Experimental investigation of vibration attenuation using nonlinear tuned mass damper and pendulum tuned mass damper in parallel , 2014 .
[39] Satish Nagarajaiah,et al. Steady-state response attenuation of a linear oscillator–nonlinear absorber system by using an adjustable-length pendulum in series: Numerical and experimental results , 2015 .
[40] Billie F. Spencer,et al. Inertial mass damper for mitigating cable vibration , 2017 .
[41] Satish Nagarajaiah,et al. Structures with Semiactive Variable Stiffness Single/Multiple Tuned Mass Dampers , 2007 .
[42] Satish Nagarajaiah,et al. Output only modal identification and structural damage detection using time frequency & wavelet techniques , 2009 .
[43] Yongchao Yang,et al. Blind identification of damage in time-varying systems using independent component analysis with wavelet transform , 2014 .
[44] Satish Nagarajaiah,et al. Adaptive-length pendulum smart tuned mass damper usingshape-memory-alloy wire for tuning period in real time , 2014 .