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Algorithmic Optimization of the Cross-Section Distribution Across a Steel Framework Structure

In: Advances in Architectural Geometry 2014

Author

Listed:
  • Lucas Lombard

    (4 rue Dolorès Ibarruri, Egis Concept)

  • Jérôme Lalande

    (4 rue Dolorès Ibarruri, ENPC)

  • François Consigny

    (4 rue Dolorès Ibarruri, Egis Concept)

Abstract

The main goal of the present paper is to introduce an algorithmic method that can be used in order to automatically optimize large spanning truss structures, such as stadium roofs and other large steel frameworks. Implementing such a method allows design to be freed from its dependence on the engineer’s work accuracy, not to mention the time saved. Therefore, it has proven to be very useful when it comes to comparing the influence of many parameters within a short lapse of time, allowing several people to work on the same project and compare results.

Suggested Citation

  • Lucas Lombard & Jérôme Lalande & François Consigny, 2015. "Algorithmic Optimization of the Cross-Section Distribution Across a Steel Framework Structure," Springer Books, in: Philippe Block & Jan Knippers & Niloy J. Mitra & Wenping Wang (ed.), Advances in Architectural Geometry 2014, edition 127, pages 243-257, Springer.
    • Handle: RePEc:spr:sprchp:978-3-319-11418-7_16
    DOI: 10.1007/978-3-319-11418-7_16
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