Open Access
Issue
MATEC Web of Conferences
Volume 11, 2014
International Congress on Materials & Structural Stability
Article Number 02004
Number of page(s) 7
Section Structures & Stability
DOI https://doi.org/10.1051/matecconf/20141102004
Published online 28 April 2014
  1. Ehab E., Young B., Behaviour of Normal Strength Concrete-Filled Compact Steel Tube Circular Stub Columns, Journal of Constructional Steel Research. 62 (2006) 706–715. [CrossRef] [Google Scholar]
  2. Susantha K. A. S., Hanbin G., Usami T., Uniaxial Stress-Strain Relationship of Concrete Confined by Various Shaped Steel Tubes, Engineering Structures, 23 (2001) 1331–1347. [CrossRef] [Google Scholar]
  3. Mander J. B., Priestley M. J. N., Park R., Theoretical Stress-Strain Model for Confined Concrete, Journal of Structural Engineering, Vol.114, 8, (1988), pp. 1804–1826. [CrossRef] [Google Scholar]
  4. Saenz LP, Discussion of Equation for Stress-Strain Curve of Concrete, by Desayi P. and Krishnan S., Journal of the American Institute, (1964), 1229 – 35. [Google Scholar]
  5. Hu HT, Huang CS, Wu MH, Nonlinear Analysis of Axially Loaded Concrete – Filled Tube Columns with Confinement Effect, Journal of Structural Engineering, ASCE (2003) ; 129; 1322–9. [CrossRef] [Google Scholar]
  6. Tomii M., Ductile and Strong Columns Composed of Steel Tubes Infilled Concrete and Longitudinal Steel Bars, Proc., 3rd Int. Conf. on Steel – Concrete Composite Structures, Fukuoka, Japan, (1991). [Google Scholar]
  7. Han LH, Concrete – Filled Tube Columns, Science Publishing Company, (2004). [Google Scholar]
  8. Popovics S., A Numerical Approach to the Complete Stress-Strain Curve Concrete, Cement and Concrete Research, vol. 3, (1973), pp. 583–599. [CrossRef] [Google Scholar]
  9. Eurocode 4. Design of composite steel and concrete structures. Part 1.1, General rules for buildings (with UK national application document) DD ENV 1994-1-1. London (UK): British Standards Institution; (1994). [Google Scholar]
  10. Building code requirements for structural concrete and commentary, ACI 318-99. Detroit (USA): American Concrete Institute; (1999). [Google Scholar]
  11. Giakoumelis G, Lam D. Axial capacity of circular concrete-filled tube columns. Journal of Constructional Research (2004), 60(7) : 1049–68. [CrossRef] [Google Scholar]
  12. Tomii M, Yoshimura K, Morishita Y. Experimental studies on concrete filled steel tubular stub columns under concentric load ing. In: International colloquium on stability of structures under static and dynamic load; Washington, DC, (1977) ; 718–41. [Google Scholar]

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