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Research Papers

Economic aspect of square hollow section in the design of multi-storey unbraced steel frame

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Pages S6-164-S6-168 | Published online: 05 Dec 2014

References

  • J. Wardenier: ‘Hollow sections in structural applications’, 2001, Netherland, CIDECT.
  • D. Anderson, S. J. Reading and K. Kavianpour: ‘Wind-moment design for un-braced frames’, 1991, Publication No. 082, Steel Construction Institute.
  • P. R. Salter, G. H. Couchman and D. Anderson: ‘Wind-moment design of low rise frames’, 1999, Publication No. 263, Steel Construction Institute.
  • J. S. Hensman and A. G. J. Way: ‘Wind-moment design of unbraced composite frames’, 2000, Publication No. 264, Steel Construction Institute.
  • BSI: ‘Eurocode 3. Design of steel structures: EN 1993-1-1: Part 1·1: general rules and rules for buildings’, 2005, London, British Standards Institution.
  • BSI: ‘Eurocode 1: actions on structures – Part 1–4: general actions – wind actions’, 2005, London, British Standards Institution.
  • J. S. Hensman and D. A. Nethercot: ‘Design of un-braced composite frames using the wind-moment method’, Struct. Eng., 2001, 79, 28–32.
  • J. S. Hensman and D. A. Nethercot: ‘Numerical study of unbraced composite frames: generation of data to validate use of the wind moment method of design’, J. Construct. Steel Rese., 2001, 57, 791–809.
  • R. H. Wood and E. H. Roberts: ‘A graphical method of predicting side-sway in multi-storey buildings’, Proc. Inst. Civ. Eng., Civ. Eng., 1975, 59, 353–272.
  • H. H. Lau: ‘Economic aspect of square hollow section (SHS) in the design of multi-storey unbraced steel frame’, Master Thesis, Universiti Teknologi Malaysia, 2013.

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