A new hybrid algorithm for simultaneous size and semi-rigid connection type optimization of steel frames

Author:

Hadidi Ali,Rafiee Amin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference42 articles.

1. Abdalla, K. M. and Chen, W. F. (1995). “Expanded database of semi-rigid steel connections.” Computers & Structures, 56(4), pp. 553–564.

2. Afshar, M. H. and Motaei, I. (2011). “Constrained big bangbig crunch algorithm for optimal solution of large scale reservoir operation problem.” International Journal of Optimization in Civil Engineering, 1(2), pp. 357–375.

3. AISC-ASD (1989). Manual of steel construction-Allowable Stress Design. American Institute of Steel Construction, Chicago.

4. AISC-LRFD (2001). Manual of steel construction-Load and Resistance Factor Design. American Institute of Steel Construction, Chicago.

5. Alsalloum, Y. A. and Almusallam, T. H. (1995). “Optimality and safety of rigidly-jointed and flexibly-jointed steel frames.” Journal of Constructional Steel Research, 35(2), pp. 189–215.

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