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A generalized numerical procedure for nonlinear analysis frames exhibiting a limit or a bifurcation point

Siu Lai Chan

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

Received March 1990

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Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method

Siu Lai Chan

Department of Civil Engineering,Hong Kong Polytechnic, Hong Kong

Received 5 January 1988; revised 18 April 1988

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Geometric nonlinear analysis of asymmetric thin-walled beam-columns

S.L. Chan, S. Kitipornchai

Department of Civil Engineering, University of Queensland, Australia

Received March 1986; revised December 1986

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Nonlinear pre-fire and post-fire analysis of steel frames

Chi Kin Iua, Siu Lai Chanb, Xiao Xiong Zhaa

a Shenzhen Graduate School, Harbin Institute of Technology, China b Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong

Received 24 January 2005, Accepted 16 March 2005

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Seond-order analysis and design of steel structures allowing for member and frame imperfections

J. X. Gu andS. L. Chan

Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong, China

Received 29 November 2002; Revised 23 March 2004; Accepted 3 June 2004

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