Structural Engineering and Mechanics

  • 제26권4호
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  • Pages.459-477
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  • 2007
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Optimal assessment and location of tuned mass dampers for seismic response control of a plan-asymmetrical building

  • Desu, Nagendra Babu (Department of Civil Engineering, Indian Institute of Technology) ;
  • Dutta, Anjan (Department of Civil Engineering, Indian Institute of Technology) ;
  • Deb, S.K. (Department of Civil Engineering, Indian Institute of Technology)
  • 투고 : 2006.01.09
  • 심사 : 2007.01.04
  • 발행 : 2007.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

A bi-directional tuned mass damper (BTMD) in which a mass connected by two translational springs and two viscous dampers in two orthogonal directions has been introduced to control coupled lateral and torsional vibrations of asymmetric building. An efficient control strategy has been presented in this context to control displacements as well as acceleration responses of asymmetric buildings having asymmetry in both plan and elevation. The building is idealized as a simplified 3D model with two translational and a rotational degrees of freedom for each floor. The principles of rigid body transformation have been incorporated to account for eccentricity between center of mass and center of rigidity. The effective and robust design of BTMD for controlling the vibrations in structures has been presented. The redundancy of optimum design has been checked. Non dominated sorting genetic algorithm (NSGA) has been used for tuning optimum stages and locations of BTMDs and its parameters for control of vibration of seismically excited buildings. The optimal locations have been observed to be reasonably compact and practically implementable.

키워드

참고문헌

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피인용 문헌

  1. Optimality criteria based seismic design of multiple tuned-mass-dampers for the control of 3D irregular buildings vol.8, pp.1, 2015, https://doi.org/10.12989/eas.2015.8.1.077
  2. Research developments in vibration control of structures using passive tuned mass dampers vol.44, 2017, https://doi.org/10.1016/j.arcontrol.2017.09.015
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  4. Seismic Energy Assessment of Buildings with Tuned Vibration Absorbers vol.2018, pp.1875-9203, 2018, https://doi.org/10.1155/2018/2051687
  5. Optimum Tuning of Passive Tuned Mass Dampers for the Mitigation of Pulse-Like Responses vol.140, pp.6, 2018, https://doi.org/10.1115/1.4040475
  6. Topology optimization of the structure using multimaterial inclusions vol.33, pp.3, 2009, https://doi.org/10.12989/sem.2009.33.3.285
  7. Experimentally validated FEA models of HF2V damage free steel connections for use in full structural analyses vol.37, pp.4, 2007, https://doi.org/10.12989/sem.2011.37.4.385