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

Author:

Chan Siu‐Lai1,Gu Jian‐Xin2

Affiliation:

1. Prof., Dept. of Civ. and Struct. Engrg., Honk Kong Polytechnic Univ., Hong Kong, China.

2. Postgrad. Student., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Honk Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

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. Strength of cold‐formed box columns with coupled local and global buckling;Chan S. L.;The Struct. Engr.,1990

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.

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