In this paper the nonlinear behaviour of long-span cable-stayed bridges is analyzed. Two different structural models are presented. The first is obtained by assuming a continuous distribution of the stays along the deck, the second one is a discrete model which accounts for the actual stays spacing. Some numerical results are presented.

Nonlinear behaviour of long-span cable-stayed bridges

BRUNO, Domenico;
1985

Abstract

In this paper the nonlinear behaviour of long-span cable-stayed bridges is analyzed. Two different structural models are presented. The first is obtained by assuming a continuous distribution of the stays along the deck, the second one is a discrete model which accounts for the actual stays spacing. Some numerical results are presented.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/20.500.11770/133107
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