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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.77 No.6
- 발행연도
- 2021.1
- 수록면
- 721 - 734 (14page)
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초록· 키워드
오류제보하기
The seismic analysis of structures without applying the effects of soil can undermine functional objectives of structure so that it can affect all the desired purposes at the design and control stages of the structure. In this research, employing OpenSees and MATLAB software simultaneously and developing a definite three-dimensional finite element model of a highrise concrete structure, designed using performance-based plastic design approach, the performance of Tuned Mass Damper (TMD) and Active Mass Damper (AMD) is both examined and compared. Moreover some less noted aspects such as nonlinear interaction of soil and structure, uplift, nonlinear behavior of structure and structural torsion have received more attention. For this purpose, the analysis of time history on the structural model has been performed under 22 far-field accelerogram records. Examining a full range of all structural seismic responses, including lateral displacement, acceleration, inter-story drift, lost plastic energy, number of plastic hinges, story shear force and uplift. The results indicate that TMD performs better than AMD except for lateral displacement and inter-story drift to control other structural responses. Because on the one hand, nonlinear structural parameters and soil-structure interaction have been added and on the other hand, the restriction on the control force applied that leads up to saturation phenomenon in the active control system affect the performance of AMD. Moreover, the control force applied by structural control system has created undesirable acceleration and shear force in the structure.
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참고문헌 (54)
참고문헌 신청
ASCE / 2010 / Minimum Design Loads for Buildings and Other Structures: ASCE Standard 7-10 / American Society of Civil Engineers
Agency, F. E. M. / 2009 / Quantification of Building Seismic Performance Factors / FEMA P695
Ahlawat, A. / 2004 / Multiobjective optimal fuzzy logic controller driven active and hybrid control systems for seismically excited nonlinear buildings / J. Eng. Mech 130(4):416~423
Al-Dawod, M. / 2004 / Fuzzy controller for seismically excited nonlinear buildings / J. Eng. Mech 130(4):407~415
Allaoua, S. / 2019 / LQG vibration control effectiveness of an electric active mass damper considering soil–structure interaction / Int. J. Dyn. Control 7(1):185~200
Agency, F. E. M. / 2009 / Quantification of Building Seismic Performance Factors / FEMA P695
Ahlawat, A. / 2004 / Multiobjective optimal fuzzy logic controller driven active and hybrid control systems for seismically excited nonlinear buildings / J. Eng. Mech 130(4):416~423
Al-Dawod, M. / 2004 / Fuzzy controller for seismically excited nonlinear buildings / J. Eng. Mech 130(4):407~415
Allaoua, S. / 2019 / LQG vibration control effectiveness of an electric active mass damper considering soil–structure interaction / Int. J. Dyn. Control 7(1):185~200
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