Dynamic Characteristics and Responses of Damped Outrigger Tall Buildings Using Negative Stiffness

AbstractBy introducing negative stiffness devices, this study further improves the maximum achievable damping ratio of conventional damped outrigger (CDO) structures with flexible perimeter columns...

[1]  Satish Nagarajaiah,et al.  Simplified optimal design of MDOF structures with negative stiffness amplifying dampers based on effective damping , 2019, The Structural Design of Tall and Special Buildings.

[2]  Fulin Zhou,et al.  Optimization of damped outrigger systems subject to stochastic excitation , 2019, Engineering Structures.

[3]  Satish Nagarajaiah,et al.  Seismic protection of SDOF systems with a negative stiffness amplifying damper , 2019, Engineering Structures.

[4]  Weixing Shi,et al.  An adaptive‐passive retuning device for a pendulum tuned mass damper considering mass uncertainty and optimum frequency , 2019, Structural Control and Health Monitoring.

[5]  F. Sun,et al.  Performance evaluation of existing isolated buildings with supplemental passive pseudo-negative stiffness devices , 2018, Engineering Structures.

[6]  G. Turan,et al.  Energy dissipation and performance assessment of double damped outriggers in tall buildings under strong earthquakes , 2018, The Structural Design of Tall and Special Buildings.

[7]  Wang Shiyu,et al.  Seismic performance analysis of viscous damping outrigger in super high‐rise buildings , 2018 .

[8]  Gian Paolo Cimellaro,et al.  Three-Dimensional Base Isolation Using Vertical Negative Stiffness Devices , 2018, Journal of Earthquake Engineering.

[9]  Ying Zhou,et al.  Performance‐based seismic analysis on a super high‐rise building with improved viscously damped outrigger system , 2018 .

[10]  Toru Takeuchi,et al.  Seismic performance evaluation of single damped‐outrigger system incorporating buckling‐restrained braces , 2018, Earthquake Engineering & Structural Dynamics.

[11]  Mauricio Morales-Beltran,et al.  Distribution of strong earthquake input energy in tall buildings equipped with damped outriggers , 2018 .

[12]  Fulin Zhou,et al.  A novel energy dissipation outrigger system with rotational inertia damper , 2018 .

[13]  Konstantinos Gryllias,et al.  KDamping: A stiffness based vibration absorption concept , 2018 .

[14]  Evangelos J. Sapountzakis,et al.  KDamper concept in seismic isolation of bridges with flexible piers , 2017 .

[15]  Takehiko Asai,et al.  Outrigger tuned inertial mass electromagnetic transducers for high-rise buildings subject to long period earthquakes , 2017 .

[16]  Hyun-Su Kim,et al.  Smart outrigger damper system for response reduction of tall buildings subjected to wind and seismic excitations , 2017 .

[17]  Hong-Nan Li,et al.  Negative stiffness device for seismic protection of smart base isolated benchmark building , 2017 .

[18]  Giorgio Serino,et al.  Effective damping and frequencies of viscous damper braced structures considering the supports flexibility , 2017, Computers & Structures.

[19]  Ying Zhou,et al.  Seismic performance of a damping outrigger system for tall buildings , 2017 .

[20]  C. J. Fang,et al.  Dynamic characteristics of novel energy dissipation systems with damped outriggers , 2015 .

[21]  P. Tan,et al.  A general solution for performance evaluation of a tall building with multiple damped and undamped outriggers , 2015 .

[22]  Songye Zhu,et al.  Magnetic negative stiffness dampers , 2015 .

[23]  Lin Chen,et al.  Cable with discrete negative stiffness device and viscous damper: passive realization and general characteristics , 2015 .

[24]  Ping Tan,et al.  Dynamic characteristics of a novel damped outrigger system , 2014, Earthquake Engineering and Engineering Vibration.

[25]  Xinzhong Chen,et al.  Assessing small failure probability by importance splitting method and its application to wind turbine extreme response prediction , 2013 .

[26]  Billie F. Spencer,et al.  Semi-active damped outriggers for seismic protection of high-rise buildings , 2013 .

[27]  Dagen Weng,et al.  Theoretical analysis and experimental research on toggle-brace-damper system considering different installation modes , 2012 .

[28]  R. Smith,et al.  Intrinsic and supplementary damping in tall buildings , 2010 .

[29]  Hirokazu Iemura,et al.  Advances in the development of pseudo‐negative‐stiffness dampers for seismic response control , 2009 .

[30]  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.

[31]  Michael Willford,et al.  The damped outrigger concept for tall buildings , 2007 .

[32]  Michael C. Constantinou,et al.  Scissor-Jack-Damper Energy Dissipation System , 2003 .

[33]  John Holmes,et al.  Wind Loading of Structures , 2001 .

[34]  Jong-Shyong Wu,et al.  A NEW APPROACH FOR DETERMINING THE NATURAL FREQUENCIES AND MODE SHAPES OF A UNIFORM BEAM CARRYING ANY NUMBER OF SPRUNG MASSES , 1999 .

[35]  D. Comissiong [Book] A Finite Element Solution Of The Beam Equation Via Matlab , 2013 .

[36]  Liang Liu,et al.  Analysis of wind-induced vibration of fluid–structure interaction system for isolated aqueduct bridge , 2013 .

[37]  Kenny C. S Kwok,et al.  Aspects of the dynamic wind-induced response of structures and codification , 2005 .