Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Experimental Evaluation on Seismic Performance of Filled Composite Beam - to - Forming Angle Composite Column Connections

충전형 합성보와 포밍앵글 기둥 접합부의 내진성능에 대한 실험적 평가

  • Received : 2015.08.12
  • Accepted : 2015.12.02
  • Published : 2016.01.01
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Abstract

In this study, the seismic performance of connections between filled composite beam (CG beams) and forming angle composite (FAC) column was experimentally evaluated. First, the bending tests were conducted on two CG beams and the axial tests were conducted on two FAC columns. Then, based on these preliminary test results, the cyclic loading test were performed on two interior connections between CG beam and FAC column. The main difference of two specimens is the plate shape of the CG beam. The test results showed that both specimens achieved the maximum story drift capacity over 0.04 radian which is required for special moment frame.

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References

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