Second-order elastic analysis of frames using single imperfect element per member

Siu Lai Chan¹ and Zhi Hua Zhou²

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

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

Published: 01 June 1995

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Second-order inelastic analysis of steel frames using element with midspan and end springs

W. F. Chen¹ and S. L. Chan²

¹George E. Goodwin Distinguished Prof. and Head of Struct. Engrg., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907-1284.

²Reader, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Published: 18 August 1995

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Self-equilibrating element for second-order analysis of semirigid jointed frames

Zhi-Hua Zhou¹ and Siu-Lai Chan²

¹Lect., Dept. of Civ. Engrg., Southeast Univ., Nanjing, China.

²Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Published: 01 August 1995

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Large deflection dynamic analysis of space frames

Siu Lai Chan

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

Received 31 May 1994, Available online 30 November 1999

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