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A second-order inelastic model for steel frames of tapered members with slender web

Jin-Jun Lia, Guo-Qiang Lib, Siu-Lai Chanc

a R&D Department, Shanghai Maglev Transportation Development Company, 2520 Longyang Road, Shanghai, 201204, China

b College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China

c Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, China

Received 22 June 2002, Revised 29 January 2003, Accepted 29 January 2003

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Theoretical and experimental studies of unbraced tubular trusses allowing for torsional stiffness

Chan, S. L.1, Koon, C. M. 2, Albermani, F. G. 3

1Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Hong Kong

2Buildings Department, Hong Kong SAR Government, Hong Kong

3Department of Civil Engineering, University of Queensland, Australia

Received February 14, 2001, Accepted January 30, 2002

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Non-linear behavior and design of steel structures

S. L. Chan

Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong

Received 26 March 2001; accepted 13 August 2001

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Pointwise Equilibrating Polynomial Element for Nonlinear Analysis of Frames

Siu Lai Chan1 and Zhi Hua Zhou2

1Lect., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic, Hung Hom, Kowloon, Hong Kong

2Lect., Dept. of Civ. Engrg., Southeast Univ., Nanjing, China

Received 13 April 1993, Revised 01 June 1994

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Large deflection kinematic formulations for three dimensional framed structures

Siu Lai Chan

Department of Civil and Structural Engineering,Hong Kong Polytechnic, Kowloon, Hong Kong

Received 5 December 1989, Revised 12 February 1991

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