Empirical Models for the Prediction of Flexural Resistance and Initial Stiffness of Welded Beam-Column Joints

Created by W.Langdon from gp-bibliography.bib Revision:1.4524

  author =       "A. H. Gandomi and A. H. Alavi and M. G. Sahab and 
                 M. Gandomi and M. Safari Gorji",
  title =        "Empirical Models for the Prediction of Flexural
                 Resistance and Initial Stiffness of Welded Beam-Column
  booktitle =    "Proceedings of the 11th East Asia-Pacific Conference
                 on Structural Engineering \& Construction (EASEC-11)",
  year =         "2008",
  address =      "Taipei, Taiwan",
  month =        "19-21 " # nov,
  organisation = "National Taiwan University",
  keywords =     "genetic algorithms, genetic programming, Steel
                 structures, Welded joints, Combined genetic programming
                 and simulated annealing, Flexural resistance, Initial
                 rotation stiffness",
  URL =          "http://dc199.4shared.com/doc/beWiACYZ/preview.html",
  size =         "10 pages",
  abstract =     "Welded beam-column joints play a fundamental role in
                 the global response of steel structures. The flexural
                 resistance and initial stiffness properties of the
                 joints are affected by different parameters. It is
                 idealistic to develop models, relating these properties
                 of the joints to the influencing parameters. This paper
                 proposes a novel approach for the prediction of
                 flexural resistance and initial stiffness of welded
                 joints by using a hybrid search algorithm that couples
                 genetic programming (GP) and simulated annealing (SA),
                 called GP/SA. Column height, column flange width,
                 column flange thickness, column flange yield stress,
                 column web thickness, column web yield stress, beam
                 height, beam web thickness, beam web yield stress, beam
                 flange thickness, beam flange width, beam flange yield
                 stress, and weld thickness are used as input variables
                 to the models. A reliable database from the previously
                 published literature was employed to develop the
                 empirical models. The accuracy of the proposed models
                 is satisfactory as compared to experimental results.
                 GP/SA models are further compared with the
                 corresponding design code (Eurocode 3) reference
                 values. The results demonstrate that the GP/SA based
                 models have better performance than Eurocode 3

Genetic Programming entries for A H Gandomi A H Alavi Mohammad Ghasem Sahab Mostafa Gandomi M Safari Gorji