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New Vibration Control Approach of Adjacent Twin Structures using Connecting Tuned Mass Damper

연결 동조질량감쇠기를 이용한 인접한 쌍둥이 구조물의 새로운 진동제어

  • Ok, Seung-Yong (Department of Civil, Safety and Environmental Engineering, Hankyong National University) ;
  • Kim, Seung-Min (Department of Civil, Safety and Environmental Engineering, Hankyong National University)
  • 옥승용 (한경대학교 토목안전환경공학과) ;
  • 김승민 (한경대학교 토목안전환경공학과)
  • Received : 2017.01.12
  • Accepted : 2017.01.31
  • Published : 2017.04.30

Abstract

This study deals with new application method of the connecting tuned mass damper (CTMD) system for efficient vibration control of adjacent twin structures which have the same dynamic properties such as natural frequency and damping characteristics to each other. In the existing research, the vibration control of the twin structures has a limit to the application of the conventional damper-connection method of the twin structures. Due to the same frequency characteristics leading to the equally vibrating behaviors, it is impossible to apply the conventional connection method of the adjacent structures. In order to overcome these limitations induced by the symmetry of the dynamic characteristics, we propose a new CTMD-based control system that adopts the conventional connection configuration but unbalances the symmetric system by arranging the control device asymmetrically and then can finally achieve the efficient control performance. In order to demonstrate the applicability of the proposed system, numerical simulations of the optimally designed proposed system have been performed in comparison with the optimal design results of the existing independent single tuned mass damper (STMD) control system and the another optimal control system previously proposed by the same author, hereafter called CTMD-OsTMD. The comparative results of the control performances among STMD, CTMD-OsTMD and the proposed CTMD systems verified that the newly proposed control system can be a control-efficient and cost-effective system for vibration suppression of the two adjacent twin structures.

Keywords

References

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