한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제20권1호
  • /
  • Pages.71-77
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  • 2016
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  • 1226-525X(pISSN)
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  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
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충전형 합성보와 포밍앵글 기둥 접합부의 내진성능에 대한 실험적 평가

Experimental Evaluation on Seismic Performance of Filled Composite Beam - to - Forming Angle Composite Column Connections

  • 투고 : 2015.08.12
  • 심사 : 2015.12.02
  • 발행 : 2016.01.01
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초록

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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참고문헌

  1. Kim SB, Lee CN, Kim SS. Experimental Study on the Flexural Performance of Bottle Neck TSC Beam. Journal of The Architectural Institute of Korea. 2006 January;22(1):11-17.
  2. Eom TS, Hwang HJ, Park HG, Lee CN, Kim HS. Flexural Test for Prefabricated Composite Columns Using Steel Angle and Reinforcing Bar. Journal of Korean Society of Steel Construction. KSSC. 2012 October;24(5):535-547. https://doi.org/10.7781/kjoss.2012.24.5.535
  3. Hwang HJ, Eom TS, Park HG, Lee CN, Kim HS. Compression Test for Prefabricated Composite Columns Using High-Strength Steel Angles. Journal of Korean Society of Steel Construction. KSSC. 2012 August;24(4):361-369. https://doi.org/10.7781/kjoss.2012.24.4.361
  4. AIK. Korea building code and commentary - structural, Architectural Institute of Korea. c2009.
  5. Hwang HJ, Eom TS, Park HG, Lee CN, Kim HS. Cyclic Loading Test for TSC Beam - PSRC Column Connections. Journal of Korean Society of Steel Construction. KSSC. 2013 Dec;25(6):601-612. https://doi.org/10.7781/kjoss.2013.25.6.601
  6. Hwang HJ, Park HG, LEE CH, Park CH, Lee CN, Kim HS, Kim SB. Seismic Resistance of Concrete-filled U-shaped Steel Beam-to-RC Column Connections. Journal of Korean Society of Steel Construction. KSSC. 2011 February;23(1):83-97.
  7. Kim SJ, Kim SB, Kim SS. Study on the Seismic Performance Evaluation of Beam to System Solumn Connection. Journal of The Architectural Institute of Korea. 2007 Mar;23(2):37-44.