Closure to “Plastic-Zone Analysis of 3D Steel Frames Using Beam Elements” by Lip H. Teh and Murray J. Clarke

Author:

Teh Lip H.1,Clarke Murray J.2

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sydney, Sydney NSW 2006, Australia.

2. Structural Engineering Manager, Siemens Dematic Pty Ltd, Belrose NSW 2085, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. Arnesen A. Engseth A. Eskesen S. D. and Veritic A. S. (1986). “Nonlinear finite-element analysis of offshore structures.” Proc. Finite Element Methods for Nonlinear Problems Trondheim Norway August P. G. Bergan K. J. Bathe and W. Wunderlich eds. Springer Berlin 231–247.

2. Collapse of Shallow Lattice Domes

3. McGuire W. Gallagher R. H. and Ziemian R. (2000). Matrix structural analysis Wiley New York.

4. 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.

5. 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.

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