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논문 기본 정보

자료유형
학술저널
저자정보
Farshidianfar, Anooshiravan (Department of Mechanical Engineering, Ferdowsi University of Mashhad) Soheili, Saeed (Department of Mechanical Engineering, Ferdowsi University of Mashhad)
저널정보
테크노프레스 Interaction and multiscale mechanics Interaction and multiscale mechanics 제6권 제4호
발행연도
2013.1
수록면
339 - 356 (18page)

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This paper investigates the optimized parameters of Tuned Mass Dampers (TMDs) for vibration control of high-rise structures including Soil Structure Interaction (SSI). The Artificial Bee Colony (ABC) method is employed for optimization. The TMD Mass, damping coefficient and spring stiffness are assumed as the design variables of the controller; and the objective is set as the reduction of both the maximum displacement and acceleration of the building. The time domain analysis based on Newmark method is employed to obtain the displacement, velocity and acceleration of different stories and TMD in response to 6 types of far field earthquakes. The optimized mass, frequency and damping ratio are then formulated for different soil types; and employed for the design of TMD for the 40 and 15 story buildings and 10 different earthquakes, and well results are achieved. This study leads the researchers to the better understanding and designing of TMDs as passive controllers for the mitigation of earthquake oscillations.

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