Residential Buildings

  • J. M. Davies
Part of the CISM International Centre for Mechanical Sciences book series (CISM, volume 455)


Residential Building Local Buckling Shear Connector Gypsum Board Mineral Wool 
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  1. AISI (1996) American Iron and Steel Institute. Specification for the design of cold-formed structural members.Google Scholar
  2. AISI (1997) Prescriptive method for residential steel framing; Second edition, Prepared by NAHB Research Center, Upper Marlboro, MD for the American Iron and Steel Institute, August, 93pp.Google Scholar
  3. AISI (undated) “Residential Steel Framing Manual”. American Iron and Steel Institute. Washington DC.Google Scholar
  4. Ala-Outinen T and Myllymaki J. (1995) “The local buckling of RHS members at elevated temperatures”. VTT Research Notes 1672, Technical Research Centre of Finland.Google Scholar
  5. Baehre, R. and Bucca, J. (1986) “Die wirksame Briete des Zuggurtes von biegebeanspruchten Kassetten” (Effective width of the tension flange of cassettes in bending), Stahlbau 9, 276–285.Google Scholar
  6. Baehre, R. (1987) “Zur Shubfeldwirkung und-bemessung von Kassettenkonstructionen” (On the behaviour and design of cassette assemblies in shear) Stahlbau 7, 197–202.Google Scholar
  7. Baehre, R., Buca, J. and Egner, R. (1990) “Emfehlungen zur Bemessung von Kassettenprofilen” (Recommendations for the design of Cassettes), R. Schardt Festschrift, University of Darmstadt.Google Scholar
  8. BSI (1996) BS 5950: Part 9. Structural use of steelwork in building: Code of practice for stressed skin design, British Standards Institution.Google Scholar
  9. CSSBI (1987) Canadian Sheet Steel Building Institute. Lightweight steel framing manual. August, 23pp.Google Scholar
  10. CSSBI (1991) “Lightweight Steel Framing Design Manual”. Canadian Sheet Steel Building Institute. July. 102pp.Google Scholar
  11. Davies J M and Fisher J (1979). The diaphragm action of composite slabs. Proceedings of the Institution of Civil Engineers: Part 2: Vol. 67, December, 891–906.Google Scholar
  12. Davies J M and Bryan E R (1981) Manual of stressed skin diaphragm design, Granada.Google Scholar
  13. Davies J M (1986) A general solution for the shear flexibility of profiled sheets, I: Development and verification of the method and II: Applications of the method, Thin Walled Structures, Vol. 4, No. 1, 41–68 and Vol. 4, No. 2, 151–161.CrossRefGoogle Scholar
  14. Davies J M and Fisher J (1987) “End failures in stressed skin diaphragms”, Proceedings of the Institution of Civil Engineers, Part 2, Vol. 83, March, 275–293.Google Scholar
  15. Davies, J. M. and Hakmi, M. R. (1991) “Post-buckling behaviour of foam-filled thin-walled beams”, J. Constructional Steel Research, Vol. 20, 75–83.CrossRefGoogle Scholar
  16. Davies, J.M., Leach, P. and Heinz, D. (1994) “Second-order Generalised Beam Theory”, J. Constructional Steel Research, Vol. 31, Nos. 2–3, 221–241.CrossRefGoogle Scholar
  17. Davies, J.M., Leach, P. and Kelo, E. (1995) “The use of light gauge steel in low and medium rise modular buildings”, 3rd Int. Conf. on Steel and Aluminium Structures, ICSAS’ 95, Istanbul, 24–26 May.Google Scholar
  18. Davies, R, Pedreschi, R and Sinha, B. P. (1996) “The shear behaviour of press-joining in cold-formed steel structures”, Thin-Walled Structures, Vol. 25, No. 3, 153–170.CrossRefGoogle Scholar
  19. Davies, J. M. and Dewhurst, D. W. (1997) “The shear behaviour of thin-walled cassette sections infilled by rigid insulation”, Int. Conf. on Experimental Model Research and Testing of Thin-Walled Structures, Academy of Sciences of the Czech Republic, Prague, Sept. 209–216.Google Scholar
  20. Davies J M (1999) The use of cold-formed steel in residential and office buildings, Int. Conf. on Steel and Composite Structures, 24–25 February, 12.1–12.12.Google Scholar
  21. Davies J M and Lawson R M (1999) “Stressed skin design of modern steel roofs”, The Structural Engineer, Vol. 77, No. 21, November.Google Scholar
  22. EC3 (1995) “Eurocode 3: Design of Steel Structures, Part 1.2: Structural Fire Design”. CEN ENV 1993-1-2.Google Scholar
  23. EC3 (1996) Eurocode 3: Design of Steel Structures: Part 1.3: General Rules: Supplementary rules for cold formed thin gauge members and sheeting. European Committee for Standardisation, ENV 1993-1-3.Google Scholar
  24. ECCS (1995) European recommendations for the application of metal sheeting acting as a diaphragm, European Convention for Constructional Steelwork, Publication No. 88.Google Scholar
  25. Engel P (1998) “Recent developments in dry floors using light gauge steel components”, Paper No. 62, 2 nd World Conf. in Steel construction, San Sebastien, 11–13 May.Google Scholar
  26. Grubb P J and Lawson R M (1997) Building design using cold formed steel sections: Construction detailing and practice. SCI Publication P165. Steel Construction Institute, 119pp.Google Scholar
  27. Griffiths D R and Wickens H G (1995) “Final Report on diaphragm tests on braced steel framed wall panels”, Dept. of Civil Engineering, University of Surrey, July.Google Scholar
  28. Helenius A (2000) Shear strength of clinched connections in light gauge steel, VTT Research Notes 2029, Technical Research Centre of Finland.Google Scholar
  29. Hoglund T (1998) Design of light-gauge studs with perforated web. Nordic Steel Construction Conference, Bergen, Norway, Sept. 14–16, 811–824.Google Scholar
  30. Kesti J and Makelainen P (1998) Design of gypsum-sheathed perforated steel wall studs. 2nd World Conference on Steel in Construction, San Sebastian, 11–13 May.Google Scholar
  31. König, J. (1978) “Transversally loaded thin-walled C-shaped panels with intermediate stiffeners”, Swedish Council for Building Research, Document D7.Google Scholar
  32. Makelainen P and Kesti J (1999). Advanced method for lightweight steel joining. Journal of Constructional Steel Research, 49, pp 107–116.CrossRefGoogle Scholar
  33. Miller T H and Pekoz T (1994) Unstiffened strip approach for perforated wall studs. Journal of Structural Engineering. Vol. 120. No. 2. February.Google Scholar
  34. Nyberg, G. (1976) “Diaphragm action of assembled C-shaped panels”, Swedish Council for Building Research, Document D9.Google Scholar
  35. Serrette, R. L. and Pekoz, T. (1995) “Distortional buckling of thin-walled beams/panels. I: Theory and II: Design methods”, Journal of Structural Engineering, Vol. 121, No 4, April 757–766 and 767–776.CrossRefGoogle Scholar
  36. Thomasson, P.O. (1978) “Thin-walled C-shaped panels in axial compression” Swedish Council for Building Research, Document Dl.Google Scholar
  37. Wickstrom S (1990) “TASEF-Temperature Analysis of Structures Exposed to Fire”. Swedish National Testing and Research Institute. Report 1990:05.Google Scholar
  38. Yu W-W (2000) Cold formed steel design, Third Edition, John Wiley & Sons Inc, New York, 357–359 and 547–567.Google Scholar

Copyright information

© CISM, Udine 2005

Authors and Affiliations

  • J. M. Davies
    • 1
  1. 1.The Manchester School of EngineeringUniversity of ManchesterManchesterEngland

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