Experiments for the Vibration Control of Steel Frame Structure Using Toggle Brace and Lead Rubber Damper

토글가새와 납-고무 제진장치를 적용한 구조물 진동제어 실험

  • 박정우 (유니슨이앤씨(주) 기술연구소) ;
  • 박진영 (유니슨이앤씨(주) 기술연구소) ;
  • 이완하 (유니슨이앤씨(주) 기술연구소) ;
  • 김기만 (유니슨이앤씨(주) 기술연구소) ;
  • 박건록 (유니슨이앤씨(주) 기술연구소)
  • Published : 2011.04.27

Abstract

The purposes of the research were to evaluate system performance and response of building structure under external load for full scale modal-testing-tower applied toggle bracing and lead rubber damper(LRD). The dynamic properties of the structure were measured before and after installing damper under harmonic excitation using the AMD and the results were compared. The harmonic excitation condition is to increase 0.01Hz sine sweep signal from 0.49Hz to 0.63Hz. As a result of measuring resonant frequency, before installing damper is 0.55Hz and after installing damper is 0.62Hz. The experimental results after installing damper were also distinguished from simulation results and the main cause of this results is temperature dependency property of rubber material.

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