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This 726 m long bridge has been designed to cross the tagus river by the south ring road of talavera de la reina Journal article written by ramón sánchez de león, christian bernal pérez and francisco sánchez de león and published in the journal hormigón y acero in issue 1st quarter. The bridge is made up of two structures with different typologies.

The main suspension column rises to 192 meters (the highest in spain). The present paper deals with the wind response of a cable stayed bridge, the talavera de la reina bridge (spain), by means of both sectional model and full bridge aeroelastic wind. The layout of the new south bypass at talavera de la reina, a town in the spanish province of toledo, required a bridge over the river tagus that was wide enough to handle dual.

The cable stayed bridge of talavera de la reina in central spain is a signature structure of a high aesthetic quality, the main span is 318 m long and the single pylon reaches 164 m of height.

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