Introduction - The Behaviour and Design of Steel Structures to EC3 - page 31

16. British Standards Institution (2006) Eurocode 3: Design of Steel Structures: Part 1.5
Plated Structural Elements, BS EN 1993-1-5 , BSI, London.
17. British Standards Institution (2006) Eurocode 3: Design of Steel Structures: Part 1.8
Design of Joints, BS EN 1993-1-8 , BSI, London.
18. BritishStandardsInstitution(2006) Eurocode 3: Design of Steel Structures: Part 1.10
Selection of Steel for Fracture Toughness and Through-Thickness Properties, BS EN
1993-1-10 , BSI, London.
19. British Standards Institution (2006) Eurocode 3: Design of Steel Structures: Part 2
Steel Bridges, BS EN 1993-2 , BSI, London.
20. British Standards Institution (2005) Eurocode 4: Design of Composite Steel and Con-
crete Structures: Part 1.1 General Rules and Rules for Buildings, BS EN 1994-1-1 ,
BSI, London.
21. Davison, B. and Owens, G.W. (eds) (2003) Steel Designers' Manual , 6th edition,
Blackwell Publishing, Oxford.
22. CIMsteel (1997) Design for Construction , Steel Construction Institute,Ascot.
23. Antill, J.M. and Ryan, P.W.S. (1982) Civil Engineering Construction , 5th edition,
McGraw-Hill, Sydney.
24. Australian Institute of Steel Construction (1991) Economical Structural Steelwork ,
AISC, Sydney.
25. Norris, C.H., Wilbur, J.B., and Utku, S. (1976) Elementary Structural Analysis , 3rd
edition, McGraw-Hill, NewYork.
26. Coates, R.C., Coutie, M.G., and Kong, F.K. (1990) Structural Analysis , 3rd edition,
Van Nostrand Reinhold (UK),Wokingham.
27. Ghali, A., Neville A.M., and Brown, T.G. (1997) Structural Analysis - A Unified
Classical and Matrix Approach , 5th edition, Routledge, Oxford.
28. British Standards Institution (2006) Eurocode 3: Design of Steel Structures: Part 1.9
FatigueStrengthofSteelStructures, BSEN1993-1-9 ,BSI,London. RulesforBuildings ,
ECS, Brussels.
29. Miner, M.A. (1945) Cumulative damage in fatigue, Journal of Applied Mechanics,
ASME , 12 , No. 3, September, pp.A-159-A-164.
30. Gurney,T.R.(1979) Fatigue of Welded Structures , 2ndedition, CambridgeUniversity
Press.
31. Lay, M.G. (1982) Structural Steel Fundamentals , Australian Road Research Board,
Melbourne.
32. Rolfe,S.T.andBarsoum,J.M.(1977) Fracture and Fatigue Control in Steel Structures ,
Prentice-Hall, Englewood Cliffs, New Jersey.
33. Grundy, P. (1985) Fatigue limit state for steel structures, Civil Engineering Transac-
tions , Institution of Engineers,Australia, CE 27 , No. 1, February, pp. 143-8.
34. NavyDepartmentAdvisoryCommitteeonStructuralSteels(1970) Brittle Fracture in
Steel Structures (ed. G.M. Boyd), Butterworth, London.
35. Walpole, R.E., Myers, R.H., Myers, S.L., andYe, K. (2007) Probability and Statistics
for Engineers and Scientists , 8th edition, Prentice-Hall, Englewood Cliffs.
36. Ravindra,M.K.andGalambos,T.V.(1978)Loadandresistancefactordesignforsteel,
Journal of the Structural Division, ASCE , 104 , No. ST9, September, pp. 1337-54.
37. Clough, R.W.andPenzien, J.(2004) Dynamics of Structures , 2ndedition, CSIBooks,
Berkeley, California.
38. Irvine, H.M. (1986) Structural Dynamics for the Practising Engineer , Allen and
Unwin, London.