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      Simple adaptive control of seismically excited structures with MR dampers

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      https://www.riss.kr/link?id=A104816540

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      다국어 초록 (Multilingual Abstract)

      In this paper, Simple Adaptive Control (SAC) method is used to mitigate the detrimental effects of earthquakes on MR-damper equipped structures. Acceleration Feedback (AF) is utilized since measuring the acceleration response of structures is known to...

      In this paper, Simple Adaptive Control (SAC) method is used to mitigate the detrimental effects of earthquakes on MR-damper equipped structures. Acceleration Feedback (AF) is utilized since measuring the acceleration response of structures is known to be reliable and inexpensive. The SAC is simple, fast and as an adaptive control scheme, is immune against the effects of plant and environmental uncertainties. In the present study, in order to translate the desired control force into an applicable MR damper command voltage, a neural network inverse model is trained, validated and used through the simulations. The effectiveness of the proposed AF-based SAC control system is compared with optimal H2/LQG controllers through numerical investigation of a three-story model building. The results indicate that the SAC controller is substantially effective and reliable in both undamaged and damaged structural states, specifically in reducing acceleration responses of seismically excited buildings.

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      참고문헌 (Reference)

      1 Li, H., "Vibration control of stay cables of the shandong binzhou yellow river highway bridge using magnetorheological fluid dampers" 12 (12): 401-409, 2007

      2 Housner, G. W., "Structural control: past, present, and future" 123 (123): 897-971, 1997

      3 Spencer, Jr, B., "State of the art of structural control" 129 (129): 845-856, 2003

      4 Spencer, Jr, B. F., "Smart dampers for seismic protection of structures: a full-scale study" 1998

      5 Domaneschi, M., "Simulation of controlled hysteresis by the semi-active Bouc-Wen model" 106-107 : 245-257, 2012

      6 Tsang, H. H., "Simplified inverse dynamics models for MR fluid dampers" 28 (28): 327-341, 2006

      7 Bar-Kana, I., "Simple adaptive control of uncertain systems" 2 (2): 133-143, 1988

      8 Bar-Kana, I, "Simple adaptive control of large flexible space structures" 29 (29): 1137-1149, 1993

      9 Bar-Kana, I., "Simple adaptive control for a class of non-linear systems with application to robotics" 52 (52): 77-99, 1990

      10 Choi, K. M., "Semi-active fuzzy control for seismic response reduction using magnetorheological dampers" 33 (33): 723-736, 2004

      1 Li, H., "Vibration control of stay cables of the shandong binzhou yellow river highway bridge using magnetorheological fluid dampers" 12 (12): 401-409, 2007

      2 Housner, G. W., "Structural control: past, present, and future" 123 (123): 897-971, 1997

      3 Spencer, Jr, B., "State of the art of structural control" 129 (129): 845-856, 2003

      4 Spencer, Jr, B. F., "Smart dampers for seismic protection of structures: a full-scale study" 1998

      5 Domaneschi, M., "Simulation of controlled hysteresis by the semi-active Bouc-Wen model" 106-107 : 245-257, 2012

      6 Tsang, H. H., "Simplified inverse dynamics models for MR fluid dampers" 28 (28): 327-341, 2006

      7 Bar-Kana, I., "Simple adaptive control of uncertain systems" 2 (2): 133-143, 1988

      8 Bar-Kana, I, "Simple adaptive control of large flexible space structures" 29 (29): 1137-1149, 1993

      9 Bar-Kana, I., "Simple adaptive control for a class of non-linear systems with application to robotics" 52 (52): 77-99, 1990

      10 Choi, K. M., "Semi-active fuzzy control for seismic response reduction using magnetorheological dampers" 33 (33): 723-736, 2004

      11 Mohajer Rahbari, N., "Semi-active direct control method for seismic alleviation of structures using MR dampers" 20 (20): 1021-1042, 2013

      12 K-Karamodin, A., "Semi-active control of structures using neuro-predictive algorithm for MR dampers" 17 (17): 237-253, 2010

      13 Vadtala, I. H., "Semi-active control of a benchmark building using neuro-inverse dynamics of MR damper" 51 : 45-54, 2013

      14 Bitaraf, M., "Semi-active adaptive control of seismically excited 20-story nonlinear building" 56 : 2107-2118, 2013

      15 Yoshida, O, "Seismic control of a nonlinear benchmark building using smart dampers" 130 (130): 386-392, 2004

      16 Bar-Kana, I., "Robust simplified adaptive control for a class of multivariable continuous-time systems" 1985

      17 Iwai, Z., "Robust and simple adaptive control systems" 55 (55): 1453-1470, 1992

      18 Iwai, Z., "Robust and simple adaptive control system design" 7 (7): 163-181, 1993

      19 Iwai, Z., "Realization of simple adaptive control by using parallel feedforward compensator" 59 (59): 1543-1565, 1994

      20 Bar-Kana, I., "Positive-realness in multivariable stationary linear systems" 328 (328): 403-417, 1991

      21 Spencer, B., "Phenomenological model for magnetorheological dampers" 123 (123): 230-238, 1997

      22 Bahar, A., "Parameter identification of large-scale magnetorheological dampers in a benchmark building" 88 (88): 198-206, 2010

      23 Bar-Kana, I., "Parallel feedforward and simplified adaptive control" 1 (1): 95-109, 1987

      24 Purohit, S., "Optimal static output feedback control of a building using an MR damper" 18 (18): 852-868, 2011

      25 Spencer, Jr, B., "On the current status of magnetorheological dampers: Seismic protection of full-scale structures" 1997

      26 Spencer, Jr, B, "Next generation benchmark control problem for seismically excited buildings" 1998

      27 Chang, C., "Neural network modeling of a magnetorheological damper" 9 (9): 755-764, 1998

      28 Iwai, Z., "Multivariable stable PID controller design with parallel feedforward compensator" 2006

      29 Rodriguez, A., "Modeling and identification of a small-scale magnetorheological damper" 20 (20): 825-835, 2009

      30 Dyke, S., "Modeling and control of magnetorheological dampers for seismic response reduction" 5 (5): 565-, 1996

      31 Rodriguez, A., "Model identification of a large-scale magnetorheological fluid damper" 18 (18): 015010-, 2009

      32 Ha, Q. P., "Mitigation of seismic responses on building structures using MR dampers with Lyapunov-based control" 15 (15): 604-621, 2008

      33 Chen, Z., "MR damping system on Dongting Lake cable-stayed bridge" 2003

      34 Zong, L. H., "Inverse neuro-fuzzy MR damper model and its application in vibration control of vehicle suspension system" 50 (50): 1025-1041, 2012

      35 Sobel, K., "Implicit adaptive control for a class of MIMO systems" 18 (18): 576-590, 1982

      36 Jabbari, F., "H∞ control for seismic-excited buildings with acceleration feedback" 121 (121): 994-1002, 1995

      37 Bar-Kana, I., "Global stability and performance of a simplified adaptive algorithm" 42 (42): 1491-1505, 1985

      38 Schurter, K.C, "Fuzzy modeling of a magnetorheological damper using ANFIS" 2000

      39 Spencer Jr, B., "Frequency domain optimal control strategies for aseismic protection" 120 (120): 135-158, 1994

      40 Domaneschi, M., "Feasible control solutions of the ASCE benchmark cable-stayed bridge" 17 (17): 675-693, 2009

      41 Kaufman, H., "Direct Adaptive Control Algorithms: Theory and Applications" Springer 1998

      42 Bitaraf, M., "Application of semi-active control strategies for seismic protection of buildings with MR dampers" 32 (32): 3040-3047, 2010

      43 Casciati, F., "Active and semi-active control of structures-theory and applications : A review of recent advances" 23 (23): 1181-1195, 2012

      44 Dyke, S., "Acceleration feedback control of MDOF structures" 122 (122): 907-918, 1996

      45 Zhang, Z. Y., "A novel simplified and high-precision inverse dynamics model for magneto-rheological damper" 117-119 : 273-278, 2011

      46 Choi, S., "A hysteresis model for the field-dependent damping force of a magnetorheological damper" 245 (245): 375-383, 2001

      47 Dyke, S., "A comparison of semi-active control strategies for the MR damper" 1997

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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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