• Title/Summary/Keyword: 섬유보강 탄성받침 설계

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Mechanical Characteristic Analysis of Fiber Reinforced Strip Form Elastomeric Bearing by Experiment (스트립형 섬유 보강 탄성받침의 실험에 의한 기계적 특성해석)

  • 강경주;문병영;강범수;김계수;박진삼
    • Journal of the Earthquake Engineering Society of Korea
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    • v.6 no.6
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    • pp.1-6
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    • 2002
  • In order to apply seismic isolators to low-cost buildings, seismic isolators have to be low-cost and light. In this paper fiber reinforced strip form isolator in which the steel plates of conventional rubber bearing were replaced by fiber was proposed. The proposed fiber reinforced strip form isolator was designed, fabricated, cut and subjected to vertical test and horizontal test. Therefore, fiber reinforced strip form isolator was to be shown valid in the view point of fabrication and application to desired size. The horizontal test and vertical test have shown that fiber reinforce strip form isolator could be replaced the rubber isolator. By these results, low-cost and light seismic isolator can be applied to the low-cost building.

Design and Experimental Analysis of Fiber Reinforced Elastomeric Isolator (섬유보강 탄성받침의 설계 및 실험적 해석)

  • Moon, Byung-Young;Kang, Gyung-Ju;Kang, Beom-Soo;Kim, Kye-Soo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.10
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    • pp.2026-2033
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    • 2002
  • The purpose of this study is to investigate the effect of mechanical properties of the FREI using horizontal stiffness and vertical stiffness by experiments. Two kinds of FREI are designed and fabricated. The steel plates of SREI are replaced with fibers in order to reduce the cost of fabrication and installation. At first, the Nylon fiber is adopted as feasibility study of FREI. The experimental results of Nylon FREI and SREI show that the vertical stiffness of Nylon FREI is lower than SREI, and effective damping is two times higher than SREI. Carbon is adopted, by these rusults, as strong reinforcement than Nylon and full scale of carbon FREI was designed and fabricated. By the experimental test results, it is shown that the vertical stiffness of carbon FREI is three times higher than SREI, and two times higher in effective damping. As a result, the proposed FREI can replace the SREI as a seismic isolator.