DISCUSSIONS AND CLOSURES
Dec 1, 2001

Closure to “Exact Tangent Stiffness for Imperfect Beam‐Column Members” by Siu‐Lai Chan and Jian‐Xin Gu

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Publication: Journal of Structural Engineering
Volume 127, Issue 12
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References

1.
Australian Standard. (1998). “Steel Structures,” AS‐4100.
2.
British Standards Institution (BSI). (1990). “Structural use of steel‐work in buildings.” BS5950, Part 1, London.
3.
Chan, S. L. (1990). “Strength of cold‐formed box columns with coupled local and global buckling.” The Struct. Engr., 68(7), 125–132.
4.
Chan, S. L. (1996). NONLINEAR ANALYSIS of FRAMES series—Nonlinear Integrated Design and Analysis (NAF‐Nida), users' manual, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic University, Hong Kong.
5.
Chan, S. L. (1999). “Non‐linear analysis and design of the 1300 ton Macau return‐to‐China memorial hall.” PteC CA031/00, consultancy report submitted to Eddie Wong and Associates.
6.
Chan, S. L. (2001). “Optimisation and non‐linear analysis and design of the 108 storey steel‐concrete composite building at West Kowloon station.” PteC RS057/01, consultancy report to Ove Arup and Partners, Hong Kong.
7.
Chan, S. L., and Zhou, Z. H. (1995). “Second‐order analysis of frame using a single imperfect element per member.” J. Struct. Engrg., ASCE, 121(6), 939–945.
8.
Chan, S. L., and Zhou, Z. H. (1998). “On the development of a robust element for second‐order ‘integrated analysis and design approach.’” J. Constructional Steel Res., 47(12), 169–190.
9.
Ho, W. M. G., and Chan, S. L. (1991). “Semi‐bifurcation and bifurcation analysis of flexibly connected steel frames.” J. Struct. Engrg., ASCE, 117(8), 2299–2319.
10.
Liew, J. Y. R., Chen, H., Shanmugam, N. E., and Chen, W. F. (2000). “Improved nonlinear plastic hinge analysis of space frame structures.” Engrg. Struct., 22(10), 1324–1338.
11.
Oran, C. (1973). “Tangent stiffness in space frames.” J. Struct. Engrg., ASCE, 99(6), 981–1001.
12.
Peng, J. L., Pan, A. D. E., Chen, W. F., Yen, T., and Chan, S. L. (1997). “Structural modeling and analysis of modular falsework systems.” J. Struct. Engrg., ASCE, 123(9), 1245–1251.
13.
Teh, L. H., and Clark, M. J. (1998). “Co‐rotational and Lagrangian formulation of elastic three‐dimensional beam finite elements.” J. Constr. Steel Res., 48, 123–144.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 12December 2001
Pages: 1492 - 1494

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Published online: Dec 1, 2001
Published in print: Dec 2001

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Siu‐Lai Chan
Prof., Dept. of Civ. and Struct. Engrg., Honk Kong Polytechnic Univ., Hong Kong, China.
Jian‐Xin Gu
Postgrad. Student., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Honk Kong, China.

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