Abstract
This paper illustrates the cost optimization of steel frame structures by mean of genetic algorithm developed from the Eugenics Evolutionary theory. The aim is to obtain a final structure with a minimum cost. To this end, a modified multiple objective function has been defined. This considers cost as the result of a summary where elements like welds, simple connections, or the number of structural elements, have an influence on the final result. According to the Eugenics Evolutionary theory, a new selection operator has been developed in a way that leads to all members of the population being able to have descendants and avoids the loss of any kind of genetic material. In addition, the penalization coefficients have been optimised and the effect of parameter setting has been investigated, to achieve convergence faster through penalising the most expensive structures and looking for the optimum range of parameters’ value. The result is a robust genetic algorithm which, compared with others, achieves better optimum individuals and does not stop at local minima. Finally, two different two-dimensional truss frames have been optimized and the results have been compared with those obtained using different methods of selection like elitism, steady-state replacement, roulette wheel, and tournament selection.
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References
AENOR (2010) Eurocode 3: Design of steel structures - Part 1–1: general rules and rules for buildings. UNE-EN 1993-1-1:2008/AC: 2010. Technical committee AEN/CTN 140 Structural Eurocodes, AENOR, Spain
Baker JE (1987) Reducing bias and inefficiency in the selection algorithm. In: Proceedings of the 2nd International Conference on Genetic Algorithms and their Application, L. Eribaum Associates Inc., Hillsdale, pp 14–21
Bartschi Wall M (1993) A genetic algorithm for resource-constrained scheduling. Thesis. Department of Mechanical Engineering. Massachusetts Institute of Technology
Beasley D, Bull DR, Martin RR (1993) An overview of genetic algorithms: Part 1, fundamentals. Univ Comput 15(2):58–69
BelHadj Ali N, Sellami M, Cutting-Decelle A-F, Mangin J-C (2009) Multi-stage production cost optimization of semi-rigid steel frames using genetic algorithms. Eng Struct 31(11):2766–2778
Bigelow RH, Gaylord EH (1967) Design of steel frames for minimum weight. J Struct Div ASCE 93(ST6):109–131
Building Ministry (2009) Technical code for building, volume II, basic document SE-AE: structural security – building loads. Building Ministry, Spain
Camp C, Pezeshk S, Cao G (1998) Optimized design of two-dimensional structures using a genetic algorithm. J Struct Eng 124(5):551–559
Cheng J (2010) Optimum design of steel truss arch bridges using a hybrid genetic algorithm. J Constr Steel Res 66(8–9):1011–1017
Cornell CA (1966) Examples of optimization in structural design, Report R65-26. University of Waterloo, Canada
Deb K, Gulati S (2001) Design of truss-structures for minimum weight using genetic algorithms. Finite Elem Anal Des 37(5):447–465
Del Savio AA, Andrade SAL, Vellasco PCGS, Martha LF (2005) Genetic algorithm optimization of semi-rigid steel structures. In: Proceedings of 8th International Conference on the Application of Artificial Intelligence to Civil, Structural and Environmental Engineering, AICC, Roma, pp. VIII-24.1–VIII-24.16
Foley CM, Schinler D (2003) Automated design of steel frames using advance analysis and object-oriented evolutionary computation. J Struct Eng ASCE 129(5):648–660
Francis G (1865) Hereditary talent and character. Macmillan’s Mag 12:157–166–318–327
Gil L, Andreu A (2001) Shape and cross-section optimization of a truss structure. Comput Struct 79(7):681–689
Goldberg DE (1989) Genetic algorithms in search, optimization and machine learning. Addison Wesley Longman Publishing Co., Inc, Reading
Goldberg DE, Samtani M (1986) Engineering optimization via genetic algorithm. In: Proceedings of 9th Conference on Electronic Computation, ASCE, New York, pp 471–482
Greiner D, Winter G, Emperador JM (2000) Genetic algorithm application in plane frame optimization problems. Ms. Thesis. University of Las Palmas de Gran Canaria, Spain
Greiner D, Emperador JM, Winter G (2004) Single and multiobjective frame optimization by evolutionary algorithms and the auto-adaptive rebirth operator. Comput Methods Appl Mech Eng 193(33–35):3711–3743
Hayalioglu MS, Degertekin SO (2004a) Design of non-linear steel frames for stress and displacement constraints with semi-rigid connections via genetic optimization. Struct Multidiscip Optim 27(4):259–271
Hayalioglu MS, Degertekin SO (2004b) Genetic algorithm based optimum design of non-linear steel frames with semi-rigid connections. Steel Compos Struct 4(6):453–469
Hayalioglu MS, Degertekin SO (2005) Minimum cost design of steel frames with semi-rigid connections and column bases via genetic optimization. Comput Struct 83(21–22):1849–1863
Kameshki ES, Saka MP (2001) Optimum design of nonlinear steel frames with semirigid connections using a genetic algorithm. Comput Struct 79(17):1593–1604
Keller D (2010) Optimization of ply angles in laminated composite structures by a hybrid, asynchronous, parallel evolutionary algorithm. Compos Struct 92(11):2781–2790
Larson EJ (2006) Evolución humana aplicada, In: Debate, Random House Mondadori, S.A. (eds.), Evolución: la asombrosa historia de una teoría científica, first ed. Barcelona, pp 239–249
Madrid Vicente (ed) (1996) Basic Standard: NBE EA-95. Steel structures in building
Ortiz-Herrera J, Villa-Cellino J, Llamazares-de la Puente E (1990) ENSIDESA Publications, steel construction manuals. Volume 0**: basis of calculus. Structural elements design, 2nd edn. Iron and Steel National Factory, S.A, Oviedo, pp 243–261
Papadrakakis M, Lagaros N (2000) Advances in structural optimization. In: Recent advances in mechanics. NTUA Publics, Athens
Prendes-Gero MB, Drouet JM (2011) Micro-scale truss optimization using genetic algorithm. Struct Multidiscip Optim 43:647–656
Prendes-Gero M, Bello-García A, Coz-Díaz J (2005) A modified elitist genetic algorithm applied to the design optimization of complex steel structures. J Constr Steel Res 61(2):265–280
Prendes-Gero M, Bello-García A, Coz-Díaz J (2006) Design optimization of 3d steel structures: genetic algorithms vs classical techniques. J Constr Steel Res 62(12):1303–1309
Schinler DC (2001) Design of partially restrained steel frames using advanced analysis and an object-oriented evolutionary algorithm. Thesis for the Degree of Master of Science. Faculty of the Graduate School, Marquette University, Milwaukee
Whitley D (1989) The GENITOR algorithm and selection pressure: Why rank-based allocation of reproductive trials is best. In: Schaffer JD (ed) Proceedings of the 3rd International Conference on Genetic Algorithms. Morgan Kaufmann Publishers, Inc, San Mateo, pp 116–123
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Highlights:
Cost optimization of structures
Development of a selector based on the Eugenics evolutionary theory,
Definition of a new modified objective function,
Adaptation of penalty coefficients to constraints range changes.
Search of the optimum parameter setting
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Prendes-Gero, MB., Álvarez-Fernández, MI., López-Gayarre, F. et al. Cost optimization of structures using a genetic algorithm with Eugenic Evolutionary theory. Struct Multidisc Optim 54, 199–213 (2016). https://doi.org/10.1007/s00158-015-1249-5
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DOI: https://doi.org/10.1007/s00158-015-1249-5