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Application of a particle swarm optimization algorithm in truss structure optimal design

  • Feng Li*
  • , He Sheng Tang
  • , Song Tao Xue
  • , Yong Wang
  • , Rong Chen
  • *Corresponding author for this work
  • Tongji University
  • Kindai University

Research output: Contribution to journalArticlepeer-review

Abstract

The particle swarm optimization (PSO) algorithm developed in recent years is a stochastic optimization algorithm based on swarm intelligence. It possesses advantages such as being a simple concept, ease of implementation and low resource occupation. The PSO algorithm was adopted to solve the problem of size optimization of truss structures with stress and displacement constraints. We present the basic principle of the original PSO algorithm in detail, and then introduce a constriction coefficient to modify it. Moreover, reasonable values of the coefficients are proposed for the modified PSO algorithm. Several classical problems are solved using the modified PSO algorithm, and the results compared with those using traditional optimization algorithms and genetic algorithms. Numerical results show that the modified PSO algorithm has good convergence and stability, and can be applied to the size optimization of truss structures.

Original languageEnglish
Pages (from-to)7-12
Number of pages6
JournalTumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering
Volume31
Issue number1
StatePublished - Feb 2009
Externally publishedYes

Keywords

  • Constriction coefficient
  • Optimization
  • Particle swarm optimization algorithm
  • Size optimization
  • Truss structures

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