Frames - The Behaviour and Design of Steel Structures to EC3 - page 389

8. Couchman, G.H. (1997) Design of semi-continuous braced frames, SCI Publication
P-183,The Steel Construction Institute,Ascot.
9. Anderson, D. (ed.) (1996) Semi-rigid Behaviour of Civil Engineering Structural
Connections , COST-C1, Brussels.
10. Faella,C.,Piluso,V.,andRizzano,G.(2000) Structural Steel Semi-rigid Connections ,
CRC Press, Boca Raton.
11. Pippard, A.J.S. and Baker, J.F. (1968) The Analysis of Engineering Structures ,
4th edition, EdwardArnold, London.
12. Norris, C.H., Wilbur, J.B., and Utku, S. (1976) Elementary Structural Analysis ,
3rd edition, McGraw-Hill, NewYork.
13. Coates, R.C., Coutie, M.G., and Kong, F.K. (1988) Structural Analysis , 3rd edition,
Van Nostrand Reinhold (UK),Wokingham, England.
14. Kleinlogel,A. (1931) Mehrstielige Rahmen , Ungar, NewYork.
15. Steel Construction Institute (2005) Steel Designers' Manual , 6th edition, Blackwell
Scientific Publications, Oxford.
16. Harrison, H.B. (1973) Computer Methods in Structural Analysis , Prentice-Hall,
Englewood Cliffs, New Jersey.
17. Harrison,H.B.(1990) StructuralAnalysisandDesign , Parts1and2 ,2nded.,Pergamon
Press, Oxford.
18. Hancock,G.J.,Papangelis,J.P.,andClarke,M.J.(1995) PRFSAUser's Manual ,Centre
forAdvanced Structural Engineering, University of Sydney.
19. ComputerServiceConsultants(2006) S-Frame Enterprise ,CSC(UK)Limited,Leeds.
20. Research Engineers Europe Limited (2005) STAAD Pro + QSE , RSE, Bristol.
21. Hancock, G.J. (1984) Structural buckling and vibration analyses on microcomputers,
Civil Engineering Transactions, Institution of Engineers, Australia , CE24 , No. 4,
pp. 327-32.
22. Bridge, R.Q. and Fraser, D.J. (1987) Improved G-factor method for evaluating effec-
tive lengths of columns, Journal of Structural Engineering , ASCE, 113 , No. 6, June,
pp. 1341-56.
23. Column Research Committee of Japan (1971) Handbook of Structural Stability ,
Corona,Tokyo.
24. Davies, J.M. (1990) In-plane stability of portal frames, The Structural Engineer , 68 ,
No. 8,April, pp. 141-7.
25. Davies,J.M.(1991)Thestabilityofmulti-bayportalframes, The Structural Engineer ,
69 , No. 12, June, pp. 223-9.
26. Trahair, N.S. (1993) Steel structures - elastic in-plane buckling of pitched roof portal
frames, AS4100 DS04 , StandardsAustralia, Sydney.
27. Silvestre, N. and Camotim, D. (2007) Elastic buckling and second-order behaviour
of pitched roof steel frames, Journal of Constructional Steel Research , 63 , No. 6,
pp. 804-18.
28. Bridge,R.Q.andTrahair,N.S.(1987)Limitstatedesignrulesforsteelbeam-columns,
Steel Construction , Australian Institute of Steel Construction, 21 , No. 2, September,
pp. 2-11.
29. Lai, S.-M.A. and MacGregor, J.G. (1983) Geometric non-linearities in unbraced
multistoryframes, JournalofStructuralEngineering , ASCE , 109 ,No.11,pp.2528-45.
30. Wood, B.R., Beaulieu, D., andAdams, P.F. (1976) Column design by P-delta method,
Journal of the Structural Division, ASCE , 102 , No. ST2, February, pp. 411-27.