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

dc.date.accessioned2020-03-11T20:30:16Z
dc.date.accessioned2022-10-18T22:48:50Z
dc.date.available2020-03-11T20:30:16Z
dc.date.available2022-10-18T22:48:50Z
dc.date.created2020-03-11T20:30:16Z
dc.date.issued2017
dc.identifierhttp://hdl.handle.net/10533/239072
dc.identifier15110017
dc.identifierNO ISI
dc.identifierno scielo
dc.identifiers/i
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470411
dc.description.abstractTypical 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.languageeng
dc.relationhttps://www.researchgate.net/publication/313843425_EXPERIMENTAL_BEHAVIOR_OF_ELASTOMERIC_BEARINGS_AND_SEISMIC_BARS_OF_SIMPLY_SUPPORTED_CHILEAN_BRIDGES
dc.relationNO ISI
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.titleExperimental behavior of elastomeric bearings and seismic bars of simply supported Chilean bridges
dc.typeArticulo


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