Proceedings of the Earthquake Engineering Society of Korea Conference (한국지진공학회:학술대회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Demand Capacities of Rubber Bear ing for Seismic Isolated Building

고성능 적층고무 면진장치의 요구 성능

  • 황기태 ((주) 에코닝) ;
  • 임종만 (동일고무벨트(주), 면진제진사업부) ;
  • 김동원 (동일고무벨트(주), 면진제진사업부)
  • Published : 2006.03.17
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Abstract

The ultimate capacities of a rubber bearing are defined by compressive stress, shear strain, and stabilized roster ing force. The experiments were conducted with parameters of shesr elasticity(G) and first shape factor(S1), second shape factor(S2) for rubber bearing. Considering with test results, the ultimate capacities were verified, and furthermore the influence of those parameters were clarified. Using test results stable deformation of rubber bearings for designing was proposed.

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