Civil Engineering Reference
In-Depth Information
17. Brotton,D.M.(1960)Elasticcriticalloadsofmultibaypitchedroofportalframeswith
rigid external stanchions,
The Structural Engineer
,
38
, No. 3, March, pp. 88-99.
18. Switzky,H.andWang,P.C.(1969)Designandanalysisofframesforstability,
Journal
of the Structural Division, ASCE
,
95
, No. ST4, pp. 695-713.
19. Davies, J.M. (1990) In-plane stability of portal frames,
The Structural Engineer
,
68
,
No. 8,April, pp. 141-7.
20. Davies,J.M.(1991)Thestabilityofmulti-bayportalframes,
The Structural Engineer
,
69
, No. 12, June, pp. 223-9.
21. Bresler, B., Lin, T.Y., and Scalzi, J.B. (1968)
Design of Steel Structures
, 2nd edition,
JohnWiley, NewYork.
22. Gere,J.M.andCarter,W.O.(1962)Criticalbucklingloadsfortaperedcolumns,
Journal
of the Structural Division, ASCE
,
88
, No. ST1, pp. 1-11.
23. Bradford,M.A.andAbdoliYazdi,N.(1999)ANewmark-basedmethodforthestability
of columns,
Computers and Structures
,
71
, No. 6, pp. 689-700.
24. Trahair, N.S. (1993)
Flexural
-
Torsional Buckling of Structures
, E. & F.N. Spon,
London.
25. Galambos, T.V. (1968)
Structural Members and Frames
, Prentice-Hall, Englewood
Cliffs, New Jersey.
26. Trahair, N.S. and Rasmussen, K.J.R. (2005) Flexural-torsional buckling of columns
withobliqueeccentricrestraints,
JournalofStructuralEngineering,ASCE
,
131
,No.11,
pp. 1731-7.
27. Chajes,A.andWinter,G.(1965)Torsional-flexuralbucklingofthin-walledmembers,
Journal of the Structural Division, ASCE
,
91
, No. ST4, pp. 103-24.
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