Closure to “Strength Analysis of Steel-Concrete Composite Beams in Combined Bending and Shear” by Qing Quan Liang, Brian Uy, Mark A. Bradford, and Hamid R. Ronagh
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VIEW THE REPLYAuthors: Qing Quan Liang, M.ASCE [email protected], Brian Uy, M.ASCE, Mark A. Bradford, M.ASCE, and Hamid R. RonaghAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 133, Issue 2
0733-9445(2007)133:2(309)/asset/47e9eeba-437a-4a7f-aa5e-d30809f725da/assets/(asce)0733-9445(2007)133:2(309).fp.png)
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References
Chapman, J. C., and Balakirshnan, S. (1964). “Experiments on composite beams.” Struct. Eng., 42(11), 369–383.
Kemp, A. R., Byfield, M. P., and Nethercot, D. A. (2002). “Effect of strain hardening on flexural properties of steel beams.” Struct. Eng., 80(8), 29–35.
Liang, Q. Q. (2005). Performance-based optimization of structures: Theory and applications, E&FN Spon Press, London.
Liang, Q. Q., Xie, Y. M., and Steven, G. P. (2000). “Topology optimization of strut-and-tie models in reinforced concrete structures using an evolutionary procedure.” ACI Struct. J., 97(2), 322–330.
Nie, J., Xiao, Y., and Chen, L. (2004). “Experimental studies on shear strength of steel-concrete composite beams.” J. Struct. Eng., 130(8), 1206–1213.
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Published In
Journal of Structural Engineering
Volume 133 • Issue 2 • February 2007
Pages: 309 - 310
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© 2007 ASCE.
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Published online: Feb 1, 2007
Published in print: Feb 2007
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Notes
Note. Associate Editor:
Authors
Affiliations
Lecturer, Faculty of Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, QLD 4350, Australia. E-mail: [email protected]
Brian Uy, M.ASCE
Professor, School of Civil, Mining, and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.
Mark A. Bradford, M.ASCE
UNSW Scientia Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.
Hamid R. Ronagh
Senior Lecturer, Dept. of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia.
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