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dc.contributorAparicio Bengoechea, Ángel Carlos
dc.contributor.authorFernández Mateo, Rubén
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-06-22T11:08:38Z
dc.date.issued2018-01-24
dc.identifier.urihttp://hdl.handle.net/2117/118366
dc.description.abstractThe objective of this Master Thesis is to design and compare three kind of functional bridges, continuous over two spans, with the same length. The first one will be a footbridge 4m width, the second one will be a Road bridge 12m width and the third one will be a Railway bridge 10,10/ 14,00m width where a system of track on slab is used The decks, in the three cases, must be designed in prestressed concrete and the prestressing layout, in each bridge, will be of two types: the first one will be internal and the second one will be extradosed.
dc.language.isoeng
dc.publisherUniversitat Politècnica de Catalunya
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil
dc.subject.lcshConcrete bridges
dc.subject.otherbridge
dc.subject.otherextradosed
dc.subject.otherprestressed
dc.subject.otherparametric study
dc.titleParametric Study of Extradosed Concrete Bridges
dc.typeMaster thesis
dc.subject.lemacPonts de formigó
dc.identifier.slugPRISMA-121997
dc.rights.accessRestricted access - author's decision
dc.date.lift10000-01-01
dc.date.updated2018-02-21T19:03:53Z
dc.audience.educationlevelMàster
dc.audience.mediatorEscola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona


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