| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6747400 | Hormign y Acero | 2017 | 11 Pages |
Abstract
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.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Jorge Cascales Fernández, Ricardo Rico Rubio, Sergio Couto Wörner,