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
Autori: | |
Titolo: | A first approach to optimum design of cable supported bridges using load path method |
Rivista: | |
Data di pubblicazione: | 2008 |
Handle: | http://hdl.handle.net/11589/8535 |
Appare nelle tipologie: | 1.1 Articolo in rivista |
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