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Analysis of trusses by total potential optimization method coupled with harmony search

  • Toklu, Yusuf Cengiz (Department of Civil Engineering, Faculty of Engineering, Bayburt University) ;
  • Bekdas, Gebrail (Department of Civil Engineering, Faculty of Engineering, Istanbul University) ;
  • Temur, Rasim (Department of Civil Engineering, Faculty of Engineering, Istanbul University)
  • Received : 2012.03.18
  • Accepted : 2012.12.15
  • Published : 2013.01.25

Abstract

Current methods of analysis of trusses depend on matrix formulations based on equilibrium equations which are in fact derived from energy principles, and compatibility conditions. Recently it has been shown that the minimum energy principle, by itself, in its pure and unmodified form, can well be exploited to analyze structures when coupled with an optimization algorithm, specifically with a meta-heuristic algorithm. The resulting technique that can be called Total Potential Optimization using Meta-heuristic Algorithms (TPO/MA) has already been applied to analyses of linear and nonlinear plane trusses successfully as coupled with simulated annealing and local search algorithms. In this study the technique is applied to both 2-dimensional and 3-dimensional trusses emphasizing robustness, reliability and accuracy. The trials have shown that the technique is robust in two senses: all runs result in answers, and all answers are acceptable as to the reliability and accuracy within the prescribed limits. It has also been shown that Harmony Search presents itself as an appropriate algorithm for the purpose.

Keywords

References

  1. Bekdaş, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search", Engineering Structures, 33, 2716-2723. https://doi.org/10.1016/j.engstruct.2011.05.024
  2. Buchholt, H.A. (1985), An Introduction to Cable Roof Structures, Cambridge University Press, Cambridge, New York.
  3. Degertekin, S.O. (2008), "Optimum design of steel frames using harmony search algorithm", Structural and Multidisciplinary Optimization, 36(4), 393-401. https://doi.org/10.1007/s00158-007-0177-4
  4. Das, S., Mukhopadhyay, A., Roy, A., Abraham, A. and Panigrahi, B.K. (2011), "Exploratory Power of the Harmony Search Algorithm: Analysis and Improvements for Global Numerical Optimization", IEEE Transactions on Systems Man and Cybernetics Part B: Cybernetics, 41(1), 89-106. https://doi.org/10.1109/TSMCB.2010.2046035
  5. Erdal, F. and Saka, M.P. (2009), "Harmony search based algorithm for the optimum design of grillage systems to LRFD-AISC", Structural and Multidisciplinary Optimization, 38, 25-41. https://doi.org/10.1007/s00158-008-0263-2
  6. Geem, Z.W., Kim, J.H. and Loganathan, G.V. (2001), "A new heuristic optimization algorithm: harmony search". Simulation, 76, 60-68. https://doi.org/10.1177/003754970107600201
  7. Geem, Z.W. and Sim, K-B. (2010), "Parameter-Setting-Free Harmony Search Algorithm", Applied Mathematics and Computation, 217(8), 3881-3889. https://doi.org/10.1016/j.amc.2010.09.049
  8. Greco, M., Menin, R.C.G., Ferreira, I.P. and Barros, F.B. (2012), "Comparison between two geometrical nonlinear methods for truss analyses", Structural Engineering and Mechanics, 41(6), 735-750. https://doi.org/10.12989/sem.2012.41.6.735
  9. Hasancebi, O., Erdal, F. and Saka, M.P. (2010), "Adaptive Harmony Search Method for Structural Optimization", ASCE Journal of Structural Engineering, 136(4), 419-431. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000128
  10. Lee, K.S. and Geem, Z.W. (2004), "A new structural optimization method based on the harmony search algorithm", Computers and Structures, 82, 781-98. https://doi.org/10.1016/j.compstruc.2004.01.002
  11. Lee, K.S. and Geem, Z.W. (2005), "A new meta-heuristic algorithm for continuous engineering optimization: Harmony search theory and practice", Computer Methods in Applied Mechanics and Engineering, 194, 3902-3933. https://doi.org/10.1016/j.cma.2004.09.007
  12. Lee, K.S., Geem, Z.W., Lee, S.H. and Bae, K.W. (2005), "The harmony search heuristic algorithm for discrete structural optimization", Engineering Optimization, 37, 663-684. https://doi.org/10.1080/03052150500211895
  13. Mahdavi, M., Fesanghary, M. and Damangir, E. (2007), "An improved harmony search algorithm for solving optimization problems", Applied Mathematics and Computation, 188, 1567-79. https://doi.org/10.1016/j.amc.2006.11.033
  14. Oden, J.T. (1967), Mechanics of elastic structures. McGraw-Hill, New York.
  15. Omran, M. and Mahdavi, M. (2008), "Global-best harmony search", Applied Mathematics and Computation, 198, 643-656. https://doi.org/10.1016/j.amc.2007.09.004
  16. Rezaiee-Pajand, M. and Naghavi, A.R. (2011), "Accurate Solutions for Geometric Nonlinear Analysis of Eight Trusses", Mechanics Based Design of Structures and Machines, 39(1), 46-82. https://doi.org/10.1080/15397734.2010.515297
  17. Saffari, H, Fadaee, M.J., Tabatabaei, R. (2008), "Nonlinear analysis of space trusses using modified normal flow algorithm", ASCE J Structural Engineering, 134(6), 998-1005. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(998)
  18. Saka, M.P. (2009), "Optimum design of steel sway frames to BS5950 using harmony search algorithm", Journal of Constructional Steel Research, 65, 36-43. https://doi.org/10.1016/j.jcsr.2008.02.005
  19. Statnikov, R., Bordetsky, A. and Statnikov, A. (2009), "Management of constraints in optimization problems", Nonlinear Analysis, 71, e967-e971. https://doi.org/10.1016/j.na.2009.01.170
  20. Sufian, F.M.A. and Templeman, A.B. (1992), "On the nonlinear analysis of pretensioned cable net structures", Structural Engineering Review, 4, 147-158.
  21. Sufian, F.M.A. and Templeman, A.B. (1993), "Analysis and design of cable net structures through optimization techniques", Eds: Hernandez, S. and Brebbia, C.A., Optimization of Structural Systems and Applications, Computational Mechanics Publications and Elsevier Applied Science, 491-508.
  22. Timoshenko, S.P. and Gere, J.M. (1961), Theory of Elastic Stability, second ed., McGraw-Hill, New York.
  23. Toklu, Y.C. (2004), "Nonlinear analysis of trusses through energy minimization", Computers and Structures, 82, 1581-1589. https://doi.org/10.1016/j.compstruc.2004.05.008
  24. Venkayya, V.B. (1971), "Design of optimum structures", Computers and Structures, 1, 265-309. https://doi.org/10.1016/0045-7949(71)90013-7

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