Designs and Tests for the Vibration Control of Full-Scale Steel Frame Structure with Added Viscoelastic Dampers

실 구조물 진동제어를 위한 점탄성 댐퍼 설계 및 적용 실험

  • 정정교 (유니슨산업(주) 기술연구소) ;
  • 김두훈 (유니슨산업(주) 기술연구소) ;
  • 김영찬 (유니슨산업(주) 기술연구소) ;
  • 박진일 (유니슨산업(주) 기술연구소)
  • Published : 2002.11.01

Abstract

In order to verify the effectiveness of adding visooelastic dampers to full-scale steel frame structure on the reduction of their seismic and wind response a experimental work was carried out. First, The test was conducted on the VE dampers subjected to sinusoidal excitations under a variety of ambient temperatures, frequency, and the damper strain. Results from these tests showed that the viscoelastic dampers have high energy dissipation capacity. Second, The vibration tests was conducted of the full-scale steel frame structure with md without added VE dampers at different temperatures. Viscoelastically damped full-scale structure test result on the effect of ambient temperature show that viscoelastic dampers are very effective in reducing excessive vibration of the structure due to sinusoidal excitation over a wide ringe of ambient temperature.

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