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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2013.1
- 수록면
- 143 - 150 (8page)
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초록· 키워드
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The paper introduces Multi-Platform Analysis (MPA) for the seismic performance of a structure controlled by Magneto-Rheological (MR)dampers and presents analytical assessment of the effect of MR damper when taking into account nonlinear behavior of the structure. This paper introduces the MR Damper Plugin that can facilitate communication between MATLAB/Simulink and a finite element analysis tool in order to account for more complex inelastic behavior of the structure with MR dampers. The MPA method using the developed MR Damper Plugin is validated with experimental results from the real-time hybrid simulation. By utilizing the proposed MPA method, the three-story RC structure controlled by MR dampers is more realistically modeled and its performance under seismic loads is investigated.
It is concluded that MR damper designed for a linear structure is not effective in a nonlinear structure and can overestimate the effect of MR damper. This work is expected to overcome difficulties in the analytical assessment of structural control strategies for complex and nonlinear structures by obtaining more reliable results.
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참고문헌 (25)
참고문헌 신청
Aguirre N / 2008 / Modeling and identification of large scale magnetorheological dampers / 4th European Conf. on Structural Control
Bass BJ / 2007 / System identification of a 200 kN magnetorheological fluid damper for structural control in large-scale smart structures / Proc. American Control Conf. New York Ci
Boore DM / 2008 / Grou
Bracci JM / 1992 / Seismic resistance of reinforced concrete frame structures designed only for gravity loads: part I-design and properties of a one-third scale model structure
Chiou BS / 2008 / An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra / Earthquake Spectra 24 : 173 ~ 215
Bass BJ / 2007 / System identification of a 200 kN magnetorheological fluid damper for structural control in large-scale smart structures / Proc. American Control Conf. New York Ci
Boore DM / 2008 / Grou
Bracci JM / 1992 / Seismic resistance of reinforced concrete frame structures designed only for gravity loads: part I-design and properties of a one-third scale model structure
Chiou BS / 2008 / An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra / Earthquake Spectra 24 : 173 ~ 215
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