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A First Approach to Optimum Design of Cable-Supported Bridges Using Load Path Method

Autor(en):


Medium: Fachartikel
Sprache(n): en 
Veröffentlicht in: Structural Engineering International, , n. 4, v. 18
Seite(n): 412-420
DOI: 10.2749/101686608786455270
Abstrakt:

Born as a method to design strut-and-tie models in reinforced concrete structures, the load path method (LPM) shows its effectiveness in the easy perception of the physical behaviour of a structure, from its global behaviour to the most accurate details. In this paper, starting from the interpretation of cable-supported bridge behaviour using LPM, two different approaches are proposed for the shape optimum design of this particular type of bridges.

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  • Reference-ID
    10045995
  • Veröffentlicht am:
    06.02.2009
  • Geändert am:
    13.08.2014