Civil Engineering Reference
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References
1. Chen,W-F.andAtsuta,T.(1976) Theory of Beam-Columns, Vol. 1 In-Plane Behavior
and Design , McGraw-Hill, NewYork.
2. Galambos, T.V. and Ketter, R.L. (1959) Columns under combined bending and
thrust, Journal of the Engineering Mechanics Division , ASCE , 85 , No. EM2, April,
pp. 1-30.
3. Ketter, R.L. (1961) Further studies of the strength of beam-columns, Journal of the
Structural Division , ASCE , 87 , No. ST6,August, pp. 135-52.
4. Young, B.W. (1973) The in-plane failure of steel beam-columns, The Structural
Engineer , 51 , pp. 27-35.
5. Trahair, N.S. (1986) Design strengths of steel beam-columns, Canadian Journal of
Civil Engineering , 13 , No. 6, December, pp. 639-46.
6. Bridge,R.Q.andTrahair,N.S.(1987)Limitstatedesignrulesforsteelbeam-columns,
Steel Construction , Australian Institute of Steel Construction, 21 , No. 2, September,
pp. 2-11.
7. Salvadori, M.G. (1955) Lateral buckling of I-beams, Transactions , ASCE , 120 ,
pp. 1165-77.
8. Salvadori, M.G. (1955) Lateral buckling of eccentrically loaded I-columns, Transac-
tions , ASCE , 121 , pp. 1163-78.
9. Horne, M.R. (1954) The flexural-torsional buckling of members of symmetrical
I-section under combined thrust and unequal terminal moments, Quarterly Journal
of Mechanics and Applied Mathematics , 7 , pp. 410-26.
10. Column Research Committee of Japan (1971) Handbook of Structural Stability ,
Corona,Tokyo.
11. Trahair, N.S. (1993) Flexural-Torsional Buckling of Structures , E. & F.N. Spon,
London.
12. Cuk, P.E. and Trahair, N.S. (1981) Elastic buckling of beam-columns with unequal
endmoments, Civil Engineering Transactions ,InstitutionofEngineers,Australia, CE
23 , No. 3,August, pp. 166-71.
13. Bradford,M.A.,Cuk,P.E.,Gizejowski,M.A.,andTrahair,N.S.(1987)Inelasticlateral
buckling of beam-columns, Journal of Structural Engineering , ASCE , 113 , No. 11,
November, pp. 2259-77.
14. Bradford, M.A. and Trahair, N.S. (1985) Inelastic buckling of beam-columns
with unequal end moments, Journal of Constructional Steel Research , 5 , No. 3,
pp. 195-212.
15. Cuk, P.E., Bradford, M.A., and Trahair, N.S. (1986) Inelastic lateral buckling of
steel beam-columns, Canadian Journal of Civil Engineering , 13 , No. 6, December,
pp. 693-9.
16. Horne, M.R. (1956) The stanchion problem in frame structures designed according
to ultimate load carrying capacity, Proceedings of the Institution of Civil Engineers ,
Part III, 5 , pp. 105-46.
17. Culver, C.G. (1966) Exact solution of the biaxial bending equations, Journal of the
Structural Division , ASCE , 92 , No. ST2, pp. 63-83.
18. Harstead,G.A.,Birnsteil,C.,andLeu,K-C.(1968)InelasticH-columnsunderbiaxial
bending, Journal of the Structural Division , ASCE , 94 , No. ST10, pp. 2371-98.
19. Trahair, N.S. (1969) Restrained elastic beam-columns, Journal of the Structural
Division , ASCE , 95 , No. ST12, pp. 2641-64.
 
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