Dynamic Performance of Time-Domain Piecewise Linear Stiffness System

AbstractThis paper studies the dynamic performance of two kinds of time-domain piecewise linear stiffness systems, a piecewise positive-stiffness system (PPS) and a piecewise negative-stiffness sys...

[1]  Gangbing Song,et al.  Vibration control of a traffic signal pole using a pounding tuned mass damper with viscoelastic materials (II): experimental verification , 2015 .

[2]  D. De Domenico,et al.  An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) , 2018 .

[3]  Kohju Ikago,et al.  Seismic control of single‐degree‐of‐freedom structure using tuned viscous mass damper , 2012 .

[4]  T. T. Soong,et al.  Seismic Design of Viscoelastic Dampers for Structural Applications , 1992 .

[5]  James M. Kelly,et al.  The role of damping in seismic isolation , 1999 .

[6]  David J. Wagg,et al.  Vibration suppression of cables using tuned inerter dampers , 2016 .

[7]  Mamoru Iwata,et al.  Buckling‐restrained brace using steel mortar planks; performance evaluation as a hysteretic damper , 2006 .

[8]  Gangbing Song,et al.  Seismic Control of Power Transmission Tower Using Pounding TMD , 2013 .

[9]  Gangbing Song,et al.  Vibration Control of a Pipeline Structure Using Pounding Tuned Mass Damper , 2016 .

[10]  Qigang Liang,et al.  Equivalent Linearization Methods for a Control System with Clutching Inerter Damper , 2019, Applied Sciences.

[11]  Satish Nagarajaiah,et al.  Study of a piecewise linear dynamic system with negative and positive stiffness , 2015, Commun. Nonlinear Sci. Numer. Simul..

[12]  Gangbing Song,et al.  Experimental investigations of building structure with a superelastic shape memory alloy friction damper subject to seismic loads , 2016 .

[13]  Antony Darby,et al.  Modelling a buffered impact damper system using a spring-damper model of impact , 2009 .

[14]  Nicos Makris,et al.  Dimensional analysis of bilinear oscillators under pulse-type excitations , 2004 .

[15]  M. Shinozuka,et al.  Simulation of Stochastic Processes by Spectral Representation , 1991 .

[16]  Luyu Li,et al.  Novel Design Approach of a Nonlinear Tuned Mass Damper with Duffing Stiffness , 2017 .

[17]  Luyu Li,et al.  Design of Nonlinear Tuned Mass Damper by Using the Harmonic Balance Method , 2020, Journal of Engineering Mechanics.

[18]  Xugang Hua,et al.  Design and Evaluation of Tuned Inerter-Based Dampers for the Seismic Control of MDOF Structures , 2016 .

[19]  P. Spanos,et al.  Random vibration and statistical linearization , 1990 .

[20]  T. T. Soong,et al.  Parametric study and simplified design of tuned mass dampers , 1998 .

[21]  Luyu Li,et al.  Analytical analysis for the design of nonlinear tuned mass damper , 2020 .

[22]  Cem Topkaya,et al.  An experimental study on steel‐encased buckling‐restrained brace hysteretic dampers , 2009 .

[23]  Valery N. Pilipchuk.  Closed-form periodic solutions for piecewise-linear vibrating systems , 2009 .

[24]  A. Kiureghian,et al.  Response spectrum method for multi‐support seismic excitations , 1992 .

[25]  Jinkoo Kim,et al.  Rotational inertia dampers with toggle bracing for vibration control of a building structure , 2007 .

[26]  Nicos Makris,et al.  Seismic protection of structures with supplemental rotational inertia , 2016 .

[27]  Hui Li,et al.  Novel Self-Centering Negative Stiffness Damper Based on Combination of Shape Memory Alloy and Prepressed Springs , 2018, Journal of Aerospace Engineering.

[28]  Nicos Makris,et al.  Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses , 2020, Earthquake Engineering & Structural Dynamics.

[29]  Luyu Li,et al.  Effect of inerter for seismic mitigation comparing with base isolation , 2019, Structural Control and Health Monitoring.

[30]  Armen Der Kiureghian,et al.  Effect of tuned mass damper on displacement demand of base-isolated structures , 2008 .

[31]  T. T. Soong,et al.  Passive Energy Dissipation Systems in Structural Engineering , 1997 .

[32]  Meng Wang,et al.  Displacement reduction effect and simplified evaluation method for SDOF systems using a clutching inerter damper , 2018 .

[33]  Robert Levy,et al.  Seismic design methodology for friction damped braced frames , 2000 .

[34]  David J. Wagg,et al.  Using an inerter‐based device for structural vibration suppression , 2014 .

[35]  Malcolm C. Smith.  Synthesis of mechanical networks: the inerter , 2002, IEEE Trans. Autom. Control..

[36]  G. Song,et al.  New Type of Pounding Tuned Mass Damper for Confined Space , 2020 .

[37]  James M. Kelly,et al.  Earthquake-Resistant Design with Rubber , 1993 .

[38]  Michael C. Constantinou,et al.  Negative stiffness device for seismic protection of structures: An analytical and experimental study , 2011 .

[39]  J. F. Hall,et al.  Static and Dynamic Behavior of Steel Braces under Cyclic Displacement , 1998 .

[40]  Daniel Ambrosini,et al.  Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper , 2013 .

[41]  Antony Darby,et al.  An experimental investigation into the use of a buffered impact damper , 2006 .

[42]  Agathoklis Giaralis,et al.  Optimal design of a novel tuned mass-damper–inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems , 2014 .