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      KCI등재 SCIE SCOPUS

      Damping updating of a building structure installed with an MR damper

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      https://www.riss.kr/link?id=A104818261

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      다국어 초록 (Multilingual Abstract)

      The purpose of this paper is to identify through experiments the finite element (FE) model of a building structure using a magnetorheological (MR) fluid damper. The FE model based system identification (FEBSI) technique evaluates the control performance of an MR damper that has nonlinear characteristics as equivalent linear properties such as mass, stiffness, and damping. The Bingham and Bouc-Wen models were used for modeling the MR damper and the equivalent damping increased by the MR damper was predicted by applying an equivalent linearization technique. Experimental results indicate that the predicted equivalent damping matches well with the experimentally obtained damping.
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      The purpose of this paper is to identify through experiments the finite element (FE) model of a building structure using a magnetorheological (MR) fluid damper. The FE model based system identification (FEBSI) technique evaluates the control performan...

      The purpose of this paper is to identify through experiments the finite element (FE) model of a building structure using a magnetorheological (MR) fluid damper. The FE model based system identification (FEBSI) technique evaluates the control performance of an MR damper that has nonlinear characteristics as equivalent linear properties such as mass, stiffness, and damping. The Bingham and Bouc-Wen models were used for modeling the MR damper and the equivalent damping increased by the MR damper was predicted by applying an equivalent linearization technique. Experimental results indicate that the predicted equivalent damping matches well with the experimentally obtained damping.

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      참고문헌 (Reference)

      1 Jansen, L. M, ., "Semi-active control strategies for MR dampers : comparative study" 126 (126): 795-803, 2000

      2 Chang, K. C., "Seismic behavior and design guidelines for steel frame structures with added viscoelastic dampers" National Center for Earthquake Engineering Research 1993

      3 Caughy, T. K., "Random excitation of a system with bilinear hysteresis" 27 : 649-652, 1960

      4 Hwang, J. S., "Probabilistic approach for active control of structures : experimental verification" 34 (34): 207-225, 2005

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

      6 Soong, T. T., "Passive energy dissipation systems in structural engineering" John Wiley & Sons Ltd 1997

      7 Stanway, R., "Non-linear modeling of an electro-rheological vibration damper" 20 (20): 167-184, 1987

      8 Dyke, S. J., "Moeling and control of magnrtorhrological dampers for seismic response reduction" 5 : 565-575, 1996

      9 Wen, Y. K., "Method of random vibration of hysteretic systems" 102 (102): 249-263, 1976

      10 Yalla, S. K., "Liquid dampers for mitigation of structural response : theoretical development and experimental validation" Univ. of Notre Dame 2001

      1 Jansen, L. M, ., "Semi-active control strategies for MR dampers : comparative study" 126 (126): 795-803, 2000

      2 Chang, K. C., "Seismic behavior and design guidelines for steel frame structures with added viscoelastic dampers" National Center for Earthquake Engineering Research 1993

      3 Caughy, T. K., "Random excitation of a system with bilinear hysteresis" 27 : 649-652, 1960

      4 Hwang, J. S., "Probabilistic approach for active control of structures : experimental verification" 34 (34): 207-225, 2005

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

      6 Soong, T. T., "Passive energy dissipation systems in structural engineering" John Wiley & Sons Ltd 1997

      7 Stanway, R., "Non-linear modeling of an electro-rheological vibration damper" 20 (20): 167-184, 1987

      8 Dyke, S. J., "Moeling and control of magnrtorhrological dampers for seismic response reduction" 5 : 565-575, 1996

      9 Wen, Y. K., "Method of random vibration of hysteretic systems" 102 (102): 249-263, 1976

      10 Yalla, S. K., "Liquid dampers for mitigation of structural response : theoretical development and experimental validation" Univ. of Notre Dame 2001

      11 Yang, G., "Large-scale magnetorheological fluid damper for vibration mitigation : modeling, testing and Control" Univ. of Notre Dame 2001

      12 Wereley, N. M., "Idealized hysteresis modeling of electrorheological and magnetorheological dampers" 9 (9): 642-649, 1998

      13 Friswell, M. I., "Finite element model updating in structural dynamics" Kluwer Academic Publishers 1995

      14 Li, C., "Experimental and analytical investigation of seismic retrofit of structures with supplemental damping : part II-friction devices" National Center for Earthquake Engineering Research 1995

      15 Lee, S. H., "Equivalent damping ratio of a structure with added dampers" 26 (26): 335-346, 2004

      16 Chopra, A. K., "Dynamics of structures: Theory and applications to earthquake engineering, 2nd Ed." Prentice Hall 2001

      17 Gamota, D. R., "Dynamic mechanical studies of electrorheological materials : moderate frequencies" 35 (35): 399-425, 1991

      18 Lee, S. H., "Bracing system for installation of MR dampers in a building structure" 18 (18): 1111-1120, 2007

      19 Lee, S. H., "A decentralized response-dependent MR damper for controlling building structures excited by seismic load" 22 (22): 1913-1927, 2011

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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.17 0.44 1.04
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.97 0.88 0.318 0.18
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