Articulo
Experimental behavior of elastomeric bearings and seismic bars of simply supported Chilean bridges
Proceedings of the 16th World Conference on Earthquake Engineering
Registro en:
15110017
15110017
Autor
Hube, M. A.
Martínez, A.
Rubilar, F.
Institución
Resumen
Typical highway bridges in Chile consist on two span simply supported structures with prestressed concrete girders connected by a continuous slab. The girders are supported by elastomeric bearings which are not bolted and allow sliding of the superstructu FONDAP FONDAP