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Behavior of lightweight aggregate concrete-encased composite columns

  • Al-Shahari, Abbas M. (Department of Civil Engineering, Sana'a University) ;
  • Hunaiti, Yasser M. (Department of Civil Engineering, University of Jordan) ;
  • Ghazaleh, Bassam Abu (Department of Civil Engineering, University of Jordan)
  • 투고 : 2002.07.10
  • 심사 : 2003.02.20
  • 발행 : 2003.04.25

초록

An experimental study was conducted to investigate the behavior of eccentric lightweight aggregate concrete-encased composite columns. This study aims at verifying the validity of such type of concrete in composite construction and checking the adequacy of the AISC-LRFD and the British Bridge Code BS 5400 specifications in predicting the column strength. Sixteen full-scale pin ended columns subjected to uniaxial bending about the major axis in symmetrical single curvature were tested.

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참고문헌

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피인용 문헌

  1. Experimental tests on biaxially loaded concrete-encased composite columns vol.8, pp.5, 2008, https://doi.org/10.12989/scs.2008.8.5.423
  2. Eccentrically loaded concrete encased steel composite columns vol.49, pp.1, 2011, https://doi.org/10.1016/j.tws.2010.08.006
  3. Simplified design method for slender hybrid columns vol.110, 2015, https://doi.org/10.1016/j.jcsr.2015.03.006
  4. The Composite Steel Reinforced Concrete Column Under Axial and Seismic Loads: A Review vol.19, pp.6, 2003, https://doi.org/10.1007/s13296-019-00257-9
  5. Axial behavior of steel reinforced lightweight aggregate concrete columns: Analytical studies vol.38, pp.2, 2003, https://doi.org/10.12989/scs.2021.38.2.223