›› 2009, Vol. 30 ›› Issue (S1): 282-286.

• Numerical Analysis • Previous Articles     Next Articles

Application of mutative DCD algorithm to displacement back analysis in geotechnical engineering

JIANG Hao, WANG Ren, Lǚ Ying-hui   

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering , Institute of Rock and Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2009-06-23 Online:2009-08-10 Published:2011-03-16

Abstract:

The general dynamic canonical descent(DCD) algorithm is able to avoid being trapped by local optimization with a limited speed, and does not assume the cost function to be differentiable if firstly given a appropriate space interval. The iterative format of the algorithm is discussed. The mutative DCD algorithm is based on the general DCD algorithm; the two algorithms are compared in numerical experiments and engineering application. The recults show that the mutative DCD algorithm can converge to the global best point with a few objective function evaluations; and a tradeoff between time and space complexities and the capabilities to locate the global optimum up to a certain precision with a good numerical stability and credible results are obtained.

Key words: mutative parameters, global optimization, numerical stability, objective function evaluation, iterative format, back-analysis

CLC Number: 

  • O241
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