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On the development of a robust element for second-order `non-linear integrated design and analysis (NIDA)'

Siu-Lai Chana, Zhi-Hua Zhoub

a Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Hong Kong, People's Republic of China

b Department of Civil Engineering, Southeast University, Nanjing, People's Republic of China

Available online 27 October 1998

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Exact Tangent Stiffness for Imperfect Beam-Column Members

Siu-Lai Chan1 and Jian-Xin Gu2

1Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hong Kong, China.

2Postgrad. Student, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hong Kong, China.

Submitted: 15 October 1998, Published: 01 September 2000

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Non-linear integrated design and analysis of skeletal structures by 1 element per member

Siu-Lai Chana, Zhi-Hua Zhoub

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

b Department of Civil Engineering, Southeast University, Nanjing, P. R. China

Received 25 February 1998, Accepted 28 July 1998

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