A refined finite element formulation for flexural and torsional buckling of beam–columns with finite rotations

Jian-Xin Gua, Siu-Lai Chanb

a College of Civil Engineering, Southeast University, Nanjing 210018, China

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

Received 4 November 2003, Revised 28 December 2004, Accepted 28 December 2004

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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

阅读全文: Elastoplastic and Large Deflection Analysis of Steel Frames 1

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