A Study on the control force of HMD for vibration control of the tall building structure

고층 구조물의 진동제어를 위한 복합형 질량댐퍼의 제어력 설계에 관한 연구

  • 박진일 (유니슨산업(주) 유니슨기술연구소) ;
  • 박해동 (유니슨산업(주) 유니슨기술연구소) ;
  • 최현 (유니슨산업(주) 유니슨기술연구소) ;
  • 김두훈 (유니슨산업(주) 유니슨기술연구소)
  • Published : 2000.11.16

Abstract

As the construction of the high-rise building increases worldwide, the effort has been exerted to improve the safety and serviceability if the structure against various types of external dynamic loads such as wind load, seismic load, etc. The mass damper, defined as dynamic absorber in mechanical engineering is known one of the effective methods to control the vibration of flexible large structures. The hybrid mass damper, HMD is known as the most appropriate type of the mass dampers. In this paper, the control force was designed for HMD by numerical simulations and the performance of HMD to control the flexible vibration of the steel tower induced by sinusoidal force excitation was evaluated, also TMD was designed for a 1-DOF lumped mass model.

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