HYBRID GENETIC ALGORITHM AND PARTICLE SWARM OPTIMIZATION FOR THE FORCE METHOD-BASED SIMULTANEOUS ANALYSIS AND DESIGN

Abstract– The computational drawbacks of existing numerical methods have forced researchers to rely on heuristic algorithms. Heuristic methods are powerful in obtaining the solution of optimization problems. Although these methods are approximate methods (i.e. their solutions are good, but probably not optimal), they do not require the derivatives of the objective function and constraints. Also, the heuristics use probabilistic transition rules instead of deterministic rules. Here, an evolutionary algorithm based on the hybrid genetic algorithm (GA) and particle swarm optimization (PSO), denoted by HGAPSO, is developed in order to solve force method-based simultaneous analysis and design problems for frame structures. Suitability of the HGAPSO algorithm is compared to both GA and PSO for all the design examples, demonstrating its efficiency and superiority, especially for frames with a larger number of redundant forces.

[1]  M. W. Dobbs,et al.  Application of optimality criteria to automated structural design , 1976 .

[2]  L. Berke,et al.  Optimum structural design with stability constraints , 1976 .

[3]  Shahram Pezeshk,et al.  Optimized Design of Two-Dimensional Structures Using a Genetic Algorithm , 1998 .

[4]  Ali Kaveh,et al.  Analysis, design and optimization of structures using force method and genetic algorithm , 2006 .

[5]  Saeed Shojaee,et al.  Optimal design of skeletal structures using ant colony optimization , 2007 .

[6]  Richard Fox,et al.  An integrated approach to structural synthesis and analysis (Integrated synthesis-analysis concept for optimum structural design) , 1964 .

[7]  R. K. Ursem Multi-objective Optimization using Evolutionary Algorithms , 2009 .

[8]  G. I. N. Rozvany,et al.  Alternative formulations of structural optimization , 1994 .

[9]  E. Hinton,et al.  Optimization of trusses using genetic algorithms for discrete and continuous variables , 1999 .

[10]  R. Haftka,et al.  Elements of Structural Optimization , 1984 .

[11]  Paulo Rizzi,et al.  Optimization of multi-constrained structures based on optimality criteria , 1976 .

[12]  Qian Wang,et al.  Review of formulations for structural and mechanical system optimization , 2005 .

[13]  Edward J. Haug,et al.  Applied optimal design: Mechanical and structural systems , 1979 .

[14]  O. Weck,et al.  A COMPARISON OF PARTICLE SWARM OPTIMIZATION AND THE GENETIC ALGORITHM , 2005 .

[15]  Mehmet Polat Saka,et al.  Optimum design of nonlinear steel frames with semi-rigid connections using a genetic algorithm , 2001 .

[16]  Ali Kaveh,et al.  ALGEBRAIC GRAPH THEORY FOR THE FORMATION OF SUBOPTIMAL CYCLE BASES; AN EFFICIENT FORCE METHOD , 2004 .

[17]  L. A. Schmit,et al.  A new structural analysis/synthesis capability - ACCESS , 1975 .

[18]  James Kennedy,et al.  Particle swarm optimization , 2002, Proceedings of ICNN'95 - International Conference on Neural Networks.

[19]  Omar Ghattas,et al.  Sparse approach to simultaneous analysis and design of geometricallynonlinear structures , 1992 .

[20]  J. S. Arora,et al.  Simultaneous analysis and design optimization of nonlinear response , 1987, Engineering with Computers.

[21]  Siamak Talatahari,et al.  A DISCRETE PARTICLE SWARM ANT COLONY OPTIMIZATION FOR DESIGN OF STEEL FRAMES , 2008 .

[22]  Chia-Feng Juang,et al.  A hybrid of genetic algorithm and particle swarm optimization for recurrent network design , 2004, IEEE Transactions on Systems, Man, and Cybernetics, Part B (Cybernetics).

[23]  T. Larsson,et al.  Simultaneous structural analysis and design based on augmented Lagrangian duality , 1995 .

[24]  W. Pinebrook The evolution of strategy. , 1990, Case studies in health administration.

[25]  Ali Kaveh,et al.  Nonlinear analysis and optimal design of structures via force method and genetic algorithm , 2006 .

[26]  Omar Ghattas,et al.  A reduced SAND method for optimal design of non-linear structures , 1997 .

[27]  Ulf Ringertz,et al.  OPTIMIZATION OF STRUCTURES WITH NONLINEAR RESPONSE , 1989 .

[28]  L. A. Schmit,et al.  Some approximation concepts for structural synthesis , 1973 .

[29]  R. Haftka,et al.  Simultaneous nonlinear structural analysis and design , 1989 .

[30]  Ali Kaveh,et al.  Optimal Structural Analysis , 1997 .

[31]  M. Galante,et al.  Structures optimization by a simple genetic algorithm. , 1992 .

[32]  Russell C. Eberhart,et al.  Comparison between Genetic Algorithms and Particle Swarm Optimization , 1998, Evolutionary Programming.

[33]  Kamran Behdinan,et al.  Particle swarm approach for structural design optimization , 2007 .

[34]  R. A. Gellatly,et al.  Optimal Structural Design. , 1971 .

[35]  Hans-Paul Schwefel,et al.  Evolution and optimum seeking , 1995, Sixth-generation computer technology series.

[36]  John H. Holland,et al.  Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control, and Artificial Intelligence , 1992 .

[37]  M. El-Sayed,et al.  Structural optimization using unconstrained nonlinear goal programming algorithm , 1994 .