A quasi-evolutionary identification attempt to modelling of steel frames

  • Witold M. Paczkowski Technical University of Szczecin
  • Aleksander Badower Technical University of Szczecin
  • Ewa Silicka Technical University of Szczecin
  • Adrian Silicki Technical University of Szczecin

Abstract

The work presents a process of analytical identification via a standard steel frame example. Some experimental tests are made to verify the identification process. Under controlled external loadings the values of displacements and strains are recorded and an approximate FEM-based model is formulated. The polyoptimization approach is employed to analyze that model. The compatibility criteria for comparison of theoretical and experimental models are assumed as square sums of differences between displacements and strains. The whole problem is proceeded in three cycles of evolution suggested by the authors.

Keywords

References

[1] Amplifier system MGCplus. Operating Manual. Hottinger Baldwin Messtechnik, Darmstadt, 2000.
[2] J . Bauer. A survey of methods for discrete optimum structural design. CAMES, 1(1/ 2): 27- 38, 1994.
[3] W. Bogucki, M. Żybutowicz. Catalogue of Steel Structure Designing. Arkady, Warsaw, 1984.
[4] P. Eykhoff. System Identification. Parameter and State Estimation. John Wiley and Sons, London, 1974.
[5] M. Gryszkiewicz. MicroStrains. User's Manual. Percomp, Warsaw, 1989.
Published
Feb 2, 2023
How to Cite
PACZKOWSKI, Witold M. et al. A quasi-evolutionary identification attempt to modelling of steel frames. Computer Assisted Methods in Engineering and Science, [S.l.], v. 10, n. 2, p. 211-221, feb. 2023. ISSN 2956-5839. Available at: <https://cames.ippt.pan.pl/index.php/cames/article/view/1092>. Date accessed: 17 may 2024.
Citation Formats
Issue
Vol 10 No 2 (2003)
Section
Articles
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