Hybrid seismic control of buildings using tuned mass and magnetorheological dampers
暂无分享,去创建一个
M. K. Shrimali | Vishisht Bhaiya | S. D. Bharti | Tushar Kanti Datta | T. K. Datta | M. Shrimali | V. Bhaiya
[1] Chunho Chang,et al. Control performance evaluation of semi-active tmd subjected to various types of loads , 2015 .
[2] Xilin Lu,et al. Sliding mode control of buildings with base‐isolation hybrid protective system , 2000 .
[3] Claudio Amadio,et al. Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls , 2017 .
[4] Michael D. Symans,et al. Fuzzy logic control of bridge structures using intelligent semi‐active seismic isolation systems , 1999 .
[5] Shirley J. Dyke,et al. Semiactive Control Strategies for MR Dampers: Comparative Study , 2000 .
[6] Haiping Du,et al. A variable resonance magnetorheological-fluid-based pendulum tuned mass damper for seismic vibration suppression , 2019, Mechanical Systems and Signal Processing.
[7] Michael Tait,et al. A hybrid structural control system using a tuned liquid damper to reduce the wind induced motion of a base isolated structure , 2011 .
[8] Shirley J. Dyke,et al. PHENOMENOLOGICAL MODEL FOR MAGNETORHEOLOGICAL DAMPERS , 1997 .
[9] Zexiang Li,et al. Aseismic hybrid control of nonlinear and hysteretic structures. II , 1992 .
[10] Chris P. Pantelides,et al. Hybrid structural control using viscoelastic dampers and active control systems , 1994 .
[11] Hisanori Abiru,et al. Performance of hybrid mass damper system applied to a 36‐storey high‐rise building , 2001 .
[12] Claudio Amadio,et al. Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls , 2018 .
[13] Satish Nagarajaiah,et al. Control of Sliding‐Isolated Bridge with Absolute Acceleration Feedback , 1993 .
[14] Seyed Mehdi Zahrai,et al. Semi-active seismic control of an 11-DOF building model with TMD+MR damper using type-1 and -2 fuzzy algorithms , 2018 .
[15] Yuji Ishino,et al. A six-axis hybrid vibration isolation system using active zero-power control supported by passive weight support mechanism , 2010 .
[16] Ananth Ramaswamy,et al. Multi‐objective optimal design of FLC driven hybrid mass damper for seismically excited structures , 2002 .
[17] Goodarz Ahmadi,et al. INTEGRATED PASSIVE/AcTIVE VIBRATION ABSORBER FOR MULTISTORY BUILDINGS , 1997 .
[18] Ananth Ramaswamy,et al. Multiobjective optimal FLC driven hybrid mass damper system for torsionally coupled, seismically excited structures , 2002 .
[19] Masanobu Shinozuka,et al. Friction‐Controllable Sliding Isolation System , 1993 .
[20] M. K. Shrimali,et al. Genetic Algorithm Based Optimum Semi-Active Control of Building Frames Using Limited Number of Magneto-Rheological Dampers and Sensors , 2018, Journal of Dynamic Systems, Measurement, and Control.
[21] Kazuo Tamura,et al. Vibration control characteristics of a hybrid mass damper system installed in tall buildings , 2001 .
[22] M. K. Shrimali,et al. Effect of noises on the active optimal control of partially observed structures for white random ground motion , 2016 .
[23] Hyun-Su Kim,et al. Semi-active fuzzy control of a wind-excited tall building using multi-objective genetic algorithm , 2012 .
[24] Masami Nakano,et al. Development of magnetorheological elastomers–based tuned mass damper for building protection from seismic events , 2018 .
[25] Billie F. Spencer,et al. Frequency domain optimal control strategies for aseismic protection , 1994 .