Criterios de diseño sísmico en viaductos de alta velocidad en la zona de Levante

No unique solution has been found for all the structures. Each bridge has been studied individually to find the most suitable alternative taking into account seismic forces, maintenance and conservation works. In this article conventional solutions with rigid joints between deck and substructure, bridges with antiseismic devices (dampers and pendulum bearings) and structures with limited ductile behaviour are shown.