Experimental behavior of elastomeric bearings and seismic bars of simply supported Chilean bridges

Proceedings of the 16th World Conference on Earthquake Engineering

dc.creatorHube, M. A.
dc.creatorMartínez, A.
dc.creatorRubilar, F.
dc.date2020-03-11T20:30:16Z
dc.date2022-07-07T23:59:01Z
dc.date2020-03-11T20:30:16Z
dc.date2022-07-07T23:59:01Z
dc.date2017
dc.date.accessioned2023-08-22T00:54:12Z
dc.date.available2023-08-22T00:54:12Z
dc.identifier15110017
dc.identifier15110017
dc.identifierhttps://hdl.handle.net/10533/239072
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8303065
dc.descriptionTypical 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
dc.descriptionFONDAP
dc.descriptionFONDAP
dc.languageeng
dc.relationhttps://www.researchgate.net/publication/313843425_EXPERIMENTAL_BEHAVIOR_OF_ELASTOMERIC_BEARINGS_AND_SEISMIC_BARS_OF_SIMPLY_SUPPORTED_CHILEAN_BRIDGES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.titleExperimental behavior of elastomeric bearings and seismic bars of simply supported Chilean bridges
dc.titleProceedings of the 16th World Conference on Earthquake Engineering
dc.typeArticulo
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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