Optimal design of steel frames subject to gravity and seismic codes' prescribed lateral forces

Author:

Memari A. M.,Madhkhan M.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software,General Engineering

Reference36 articles.

1. AISC 1983:Manual of steel construction, 8-th edition. Chicago: American Institute of Steel Construction

2. Balling, R.J.; Pister, K.S.; Ciampi, V. 1983: Optimal seismic resistant design of a planar steel frame.J. Earthquake Engrg. Struct. Dynamics 11, 541?556

3. Belegundu, A. D. 1984: The direct and adjoint methods of design sensitivity analysis.ASME J., Paper No. 84-DET-211

4. Bhatti, M.A.; Ciampi, V.; Pister, K.S.; Polak, E. 1984: An interactive software system for optimal design of dynamically loaded structures with nonlinear response. In: Atrek, E.; Gallagher, R.H.; Ragsdell, K.M.; Zienkiewicz, O.C. (eds.)New directions in optimal structural design. New York: John Wiley & Sons

5. Iranian Building Code Series, Standard 2800, Pub.;BHRC,1988

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