Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Shaking Table Tests of A 1/5-Scale 3-Story Nonductile Reinforced Concrete Frame

1/5 축소 비연성 3층 철근콘크리트 골조의 진동대 실험

  • 이한선 (정회원, 고려대학교 건축공학과) ;
  • 우성우 (고려대학교 건축공학과) ;
  • 허윤섭 (고려대학교 건축공학과석사과정) ;
  • 고동우 (고려대학교 건축공학과) ;
  • 강귀용 (정회원, 현대건설 기술연구소 고문) ;
  • 김상대 (정회원, 고려대학교 건축공학과) ;
  • 정하선 (정회원, 현대건설 기술연구소 고문) ;
  • 송진규 (현대건설 기술연구소)
  • Published : 1997.10.01
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Abstract

The objective of this study is to investigate the behavior of a 1/5-scale 3-story nonductile reinforced concrete frame subjected to earthquake excitation. For this purpose, Taft N21E earthquake accelerogram was simulated by using 3m${\times}$5m shaking table. When the input acceleration is compared to that of output, it can be found that simulation of shaking table is excellent. From the results of test with Taft N21E earthquake accelerogram adjusted to peak ground acceleration(PGA) 0.06g and 0.12g(maximum acceleration in korea seismic code) the model responded in elastic behavior and it is found that the existing building in our country are safe against the levels of PGA 0.06g and 0.12g.

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