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Consistency study on bearing capacity formulae in the Chinese 'Code for design of concrete filled steel tubular structures'

  • Xiaoxiong Zha*
  • , Min Yu
  • , Shantong Zhong
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

The latest national standard of the Chinese 'Code for design of concrete filled steel tubular structures' (discussion vision) was proposed based on the technical specifications of concrete filled steel tube (CFST) CECS 254: 2012, CECS 28: 2012 and CECS 159: 2004, etc. Because the formulae of the bearing capacity for CFSTs are from different technical specifications, which have different forms, their consistency need to be studies. In this paper, the calculation methods of bearing capacity for CFST with various cross-section shapes in the national standard are compared systematically. Diversity and consistency of calculation accuracy of bearing capacity calculation formulae and formula forms from different technical specifications are also analyzed. The results show that although there are some differences in bearing capacity formulas from different technical specifications, the essential rules are still the same and calculation precision is within the scope of engineering tolerance and on the safety side, which preliminarily demonstrate the consistency and rationality of the bearing capacity calculation methods of the national standard.

Original languageEnglish
Pages (from-to)11-20
Number of pages10
JournalJianzhu Jiegou Xuebao/Journal of Building Structures
Volume34
Issue numberSUPPL.1
StatePublished - Aug 2013
Externally publishedYes

Keywords

  • Bearing capacity
  • Circular concrete filled steel tube(C-CFST)
  • Code
  • Consistency
  • Rectangular concrete filled steel tube(R-CFST)

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