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The aim of the following study is to optimize the layout of a curved bridge deck. The guideline proposed is intended to ensure that the entire board is free of vertical axis bending moments. Two mathematical approaches are developed for the directive, a discrete and a continuous. For both, positive and negative sign for the axial load in the deck is studied. To make the possible implementation easier, a least square approximation is made for both signs. Two examples will be developed to end the article.

informes de la construcción

Diseño de directrices para el tablero de un puente curvo atirantado, mediante curvas funiculares y antifuniculares de la carga concéntrica introducida por los tirantes