Influence of the Random Yield Strength Distribution on the Behaviour Factor of Steel Structures

임의항복강도의 분포가 강구조물의 거동계수에 미치는 영향

  • 국승규 (부경대학교 토목공학과)
  • Received : 1997.03.19
  • Published : 1997.06.30

Abstract

In order to check the influence of the randomness in yield strengths on the energy dissipation capacity of steel structures, behaviour factors applied for the "Response Spectrum Method" and their distributions are determined in this study with 7 steel framed models. Also 4 artificial accelerograms simulated with a given spectrum are applied to check the influence of the randomness in seismic action on the behviour factor. To execute numerous time-step calculations for the investigation a time-step analysis method is developed and applied after the reliability estimation to determine the action effects.

References

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