Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. II: Three Hinges along Member

Siu-Lai Chan¹ and Zhi-Hua Zhou²

¹Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

²Associate Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing, China; formerly, PhD Candidate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

Submitted: 24 August 2001, Accepted: 25 March 2003, Published: 15 March 2004

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Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. I: One Hinge along Member

Zhi-Hua Zhou¹ and Siu-Lai Chan²

¹Associate Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing, China; formerly, PhD Candidate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

²Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

Submitted: 24 August 2001, Accepted: 25 March 2003, Published: 15 March 2004

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An integrated analysis of membrane structures with flexible supporting frames

Jin-Jun Li, Siu-Lai Chan

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

Received 5 August 2002, Accepted 28 January 2003

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A simulation-based large deflection and inelastic analysis of steel frames under fire

Chi Kin Iu, Siu Lai Chan

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

Received 15 July 2003, Revised 20 February 2004, Accepted 12 March 2004

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