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Reliability based limit design of steel frames with limited residual strain energy capacity

  1. Majid Movahedi Rad1,
  2. János Lógó1,*,
  3. Jaroslaw Knabel2,
  4. Piotr Tauzowski2

Article first published online: 5 MAR 2010

DOI: 10.1002/pamm.200910323

Issue

PAMM

PAMM

Special Issue: 80th Annual Meeting of the International Association of Applied Mathematics and Mechanics (GAMM), Gdansk 2009; Co-editor: Prof. Krzysztof J. Kalinski

Volume 9, Issue 1, pages 709–710, December 2009

Additional Information

How to Cite

Rad, M. M., Lógó, J., Knabel, J. and Tauzowski, P. (2009), Reliability based limit design of steel frames with limited residual strain energy capacity. Proc. Appl. Math. Mech., 9: 709–710. doi: 10.1002/pamm.200910323

Author Information

  1. 1

    Department of Structural Mechanics, Budapest, University of Technology and Economics, 1111 Budapest, Műegyetem rkp. 3, Hungary

  2. 2

    Institute of Fundamental Technological Research, Polish Academy of Sciences, Swietokrzyska 21, 00-049 Warsaw, Poland

*Phone: +00 36 1 4631325, Fax: +00 36 1 4631099

Publication History

  1. Issue published online: 5 MAR 2010
  2. Article first published online: 5 MAR 2010

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References

  • [1]
    S. Kaliszky, J. Lógó: Optimal Plastic Limit and Shakedown Design of Bar Structures with Constraints on Plastic Deformation, Engineering Structures, 19 (1), pp. 19-27, 1997.
  • [2]
    J. Lógó, S. Kaliszky, M. Hjiaj and M. Movahedi Rad: Plastic limit and shakedown analysis of elasto-plastic steel frames with semi-rigid connections. In: DFE2008 Design, Fabrication and Economy of Welded Structures, eds. by K. Jármai, J. Farkas, (Horwood Publishing Limited, Chichester), 2008, pp. 237-244.
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