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

Siu-Lai Chan^a, Zhi-Hua Zhou^b

^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

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

Siu-Lai Chan^a, Zhi-Hua Zhou^b

^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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