Stability of Steel Frames with Weak Column-Strong Beam Considering P-Δ effect

P-Δ 효과를 고려한 기둥항복형 강구조 골조의 안정성

  • Received : 2003.04.01
  • Accepted : 2003.07.18
  • Published : 2003.08.27

Abstract

This study aimed to evaluate the stability of steel frames with weak column-strong beam and consider P-effect using the experimental approach. Towards this end, three specimens were tested under monotonic loading condition. Parameters of tests includes the stiffness of the column and the axial load ratio. Result showed that reduction in column stiffness promoted P- effect, which considerably influenced the frame's stability.

Acknowledgement

Supported by : 중앙대학교

References

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