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

Auteur(s):


Médium: article de revue
Langue(s): en 
Publié dans: Structural Engineering International, , n. 4, v. 18
Page(s): 412-420
DOI: 10.2749/101686608786455270
Abstrait:

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.

  • Informations
    sur cette fiche
  • Reference-ID
    10045995
  • Publié(e) le:
    06.02.2009
  • Modifié(e) le:
    13.08.2014