Closure to “Plastic-Zone Analysis of 3D Steel Frames Using Beam Elements” by Lip H. Teh and Murray J. Clarke
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 128, Issue 9
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References
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Kani, I. M., and McConnel, R. E.(1987). “Collapse of shallow lattice domes.” J. Struct. Eng., 113(8), 1806–1819.
McGuire, W., Gallagher, R. H., and Ziemian, R. (2000). Matrix structural analysis, Wiley, New York.
Pi, Y. L., and Bradford, M. A. (1999a). “Effects of approximations in stability and 3D nonlinear analyses of beams of open, thin-walled cross section.” UNICIV Rep. No. R381, School of Civil and Environmental Eng., Univ. of New South Wales, Kensington, Australia.
Pi, Y. L., and Bradford, M. A. (1999b). “Nonlinear analysis of I-section beams curved in plan.” Proc., Mechanics of Structures and Materials,Sydney, M. A. Bradford et al., eds., Balkema, Rotterdam, The Netherlands, 289–294.
Pi, Y. L., and Bradford, M. A.(2001). “Effects of approximations in analyses of beams of open thin-walled cross-section. Part I: Flexural–torsional instability.” Int. J. Numer. Methods Eng., 51, 757–772.
Pi, Y. L., Bradford, M. A., and Trahair, N. S.(2000). “Inelastic analysis and behavior of steel I beams curved in plan.” J. Struct. Eng., 126(7), 772–779.
Teh, L. H. (2001). “Second-order terms and benchmarking in 3D frame analysis.” Proc., 6th Pacific Structural Steel Conf., October, Beijing, 190–195.
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Journal of Structural Engineering
Volume 128 • Issue 9 • September 2002
Pages: 1237 - 1239
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Published online: Aug 15, 2002
Published in print: Sep 2002
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