Closure to “Buckling Analysis of Structures Composed of Tapered Members” by Siu Lai Chan (July, 1990, Vol. 116, No. 7)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 118, Issue 3
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References
1.
Chan, S. L. (1990a). “A generalized numerical procedure for nonlinear and buckling analysis of framed structures.” Int. J. for Space Struct., 6(2), 99–114.
2.
Chan, S. L. (1990b). “Strength of cold‐formed box columns with coupled local and global buckling.” Struct. Eng., 68(7), 125–132.
3.
Chan, S. L. and Ho, W. M. G. (1991). “Semi‐bifurcation and bifurcation analysis of flexibly connected steel frames.” J. Struct. Engrg., ASCE, 117(8), 2299–2319.
4.
Chan, S. L., and Kitipornchai, S. (1988). “Inelastic post‐buckling behavior of tubular struts.” J. Struct. Engrg., ASCE, 114(5), 1091–1105.
5.
Chan, S. L., Kitipornchai, S., and Al‐Bermani, F. G. A. (1988). “Geometric and material nonlinear analysis of structures comprising rectangular hollow sections.” J. Engrg. Struct., 10, 13–23.
6.
Chan, S. L., Kitipornchai, S., and Al‐Bermani, F. G. A. (1991). “Elasto‐plastic large deflection and post‐buckling analysis of box beam‐columns including the local buckling effects.” J. Struct. Engrg., ASCE, 117(7), 1946–1962.
7.
Chan, S. L., and Lai, K. H. (1990). “A numerical procedure for nonlinear analysis of space frames and trusses.” Trans. J. Hong Kong Engr., 2, 39–45.
8.
Kitipornchai, S., Al‐Bermani, F. G. A., and Chan, S. L. (1990). “Elasto‐plastic finite element models for angle steel frames.” J. Struct. Engrg., ASCE, 116(10), 2567–2581.
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Published In
Journal of Structural Engineering
Volume 118 • Issue 3 • March 1992
Pages: 869 - 870
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Copyright © 1992 ASCE.
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Published online: Mar 1, 1992
Published in print: Mar 1992
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