Steel and Composite Structures

  • 제3권2호
  • /
  • Pages.97-110
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  • 2003
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

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
⟨ 이전 논문 다음 논문 ⟩

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.

키워드

참고문헌

  1. Al-Shahari, A.(2002), "Behavior of lightweight concrete-encased composite columns", Ph. D. Thesis, University of Jordan. Amman, Jordan.
  2. American Institute of Steel Construction(1993), Load and Resistance Factor Design Specification for Structural Steel Buildings (AISC-LRFD). Chicago, Illinois.
  3. European Committee for Standardization. (Eurocode 4) (1992), Design of Composite Steel and Concrete Structures-Part 1: General Rules and Rules for Building, Brussels, Belgium.
  4. Furlong R.W. (1988), Steel-Concrete Composite Columns II. In: Narayanan R. (editor), Steel-Concrete Composite Structures: Stabilit and Strength, Elsevier Applied Science Publishers LTD, London.
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  6. Hunaiti, Y. M.(1997), "Strength ofcomposite sections with foamed and lightweight concrete", J. Mater. in Civil Eng., ASCE, 9(2): 58-61. https://doi.org/10.1061/(ASCE)0899-1561(1997)9:2(58)
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  9. Saw, H. S. and Liew, J. R.(2000), "Assessment of Current methods for the design of composite columns inbuildings", Journal of Constructional Steel Research, 53:121-147. https://doi.org/10.1016/S0143-974X(99)00062-0
  10. Shakir-Khalil, H. (1988), Steel-Concrete Composite Columns l. ln: Narayanan R. (editor), Steel-Concrete Composite Structures: Stability and Strength, Elsevier Applied Science Publishers LTD, London.
  11. Sharif, R. L. (1988), "The use of pozzolans for lightweight concrete in jordan", Dirasat, J. Pure and Appl. Sciences, University of Jordan, XV(6): 94-111.
  12. Smith, D. G. E. (1980), "Composite columns with lightweight concrete casing", The Structural Engineer, 58A(8): 246-248.
  13. Videla, C. and Lupez, M.(2000), "Mixture proportioning methodology for structural sand lightweight concrete", ACI Materials Journal, 97(3), May-June: 281-289.
  14. Virdi, K. S. And Dowling, P. J.(1973), "The ultimate strength of composite columns in biaxial bending", Proc. Instn. Civil Engineers, Part 2,55, Mar. 251-272. https://doi.org/10.1680/iicep.1973.4958

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