Seismic retrofit of Ribeira dos Limos masonry arch bridge

  • Corres Peiretti, H.; León González, J.;
Keywords: Masonry arch bridge; Seismic retrofit; Push over; Seismic demand curve

Abstract


This paper describes the main features of the Ribeira dos Limos Bridge seismic retrofit project. The masonry arch bridge is located in a high seismic region. Seismic retrofit has been designed using a push-over analysis in order to determine an equilibrium point between the seismic demand and the expected structural behavior. This analysis, quite common in new projects, has been seldom used in a masonry structure retrofitproject.
Published
2014-01-05
How to Cite
, C. P. H. L. G. J. (2014). Seismic retrofit of Ribeira dos Limos masonry arch bridge. Hormigón Y Acero, 65(273). Retrieved from http://37.35.109.41/index.php/ache/article/view/1916