• Title/Summary/Keyword: 진자형 지진격리받침

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Evaluation on Fatigue Behavior of EP(Engineering Plastic) Friction Pendulum Bearing System (EP가 적용된 마찰 진자형 지진격리받침의 피로거동분석)

  • Choi, Jung-Youl;Park, Hee-Soo;Chung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.4
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    • pp.703-708
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    • 2020
  • As the risk of earthquakes increases recently, earthquake-resistant designs were getting interest. For this reason, this study applies that Friction pendulum-type seismic isolator is a device that attenuates seismic energy by friction and pendulum motion. The friction pendulum-type seismic isolator of this study is very easy to transport, install and maintain with light weight of metal by applying the slider using high strength engineering plastic. In addition, there is an advantage that the corrosion resistance is very excellent compared to the existing metal parts. However, there is concern about long-term durability by replacing metal materials. In this study, the frictional pendulum-type seismic isolator with EP was applied to compressive-shear test, repeated fatigue test, and ultimate load test after fatigue test, and analyzed the deformation and shear or properties after the test. As the results, the adequacy of long term fatigue durability was experimentally proven.

Seismic Fragility Analysis of a LNG Tank with Friction Pendulum System of Various Friction Coefficient (마찰재 물성변화에 따른 마찰진자시스템을 적용한 LNG 탱크의 지진취약도 분석)

  • Moon, Ji-Hoon;Kim, Ji-Su;Lee, Tae-Hyung;Han, Tong-Seok
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.2
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    • pp.95-102
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    • 2017
  • The friction pendulum system(FPS) is a kind of seismic isolation devices for isolating structures from an earthquake. To analyze the effect of friction materials used in the friction pendulum system, fragility analysis of LNG tank with seismic isolation system was conducted. In this study, titanium dioxide($TiO_2$) nanoparticles were incorporated into polyvinylidene fluoride(PVDF) matrix to produce friction materials attached to the FPS. The base moment of the concrete outer tank and the acceleration of the structure were evaluated from different mixing ratios of constituents for the friction materials. The seismic fragility curves were developed based on two types of limit state. It is confirmed that evaluation of combined fragility curves with several limit states can be applied to select the optimum friction material satisfying the required performance of the FPS for various infrastructure.