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Global and local model combination for the structural analysis of the T2 line tram viaduct in Valencia (Spain)

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Global and local model combination for the structural analysis of the T2 line tram viaduct in Valencia (Spain)

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dc.contributor.author Miguel, Lucía
dc.contributor.author Monleón Cremades, Salvador
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-15T12:57:18Z
dc.date.available 2009-12-15T12:57:18Z
dc.date.issued 2009-12-15T12:57:18Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6644
dc.description p. 2848-2855 en_EN
dc.description.abstract This paper presents a hybrid folded plate-space truss model and its application to the analysis of the structural behaviour of a steel tram viaduct in the city of Valencia (Spain). The first part of this work deals with the conception and development of this powerful structural analysis tool. In the second part, the proposed model is used for verifying that the structure fulfils the requirements of the current standards in Spain, IAPF-07 and Eurocode-1. Specifically, the procedure of the analysis and the obtained conclusions for the instability ultimate limit state (geometric nonlinear analysis) and the accidental impact action of a train against part of the structure (elastoplastic analysis) are presented. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Finite element model en_EN
dc.subject Hybrid folded plate-space truss model en_EN
dc.subject Nonlinear geometric analysis en_EN
dc.subject Buckling en_EN
dc.subject Critical loads en_EN
dc.subject Initial imperfection en_EN
dc.subject Elastoplastic analysis en_EN
dc.subject Yielding en_EN
dc.subject Civil engineering structure en_EN
dc.subject Tram viaduct en_EN
dc.subject Bridge en_EN
dc.title Global and local model combination for the structural analysis of the T2 line tram viaduct in Valencia (Spain) en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Miguel, L.; Monleón Cremades, S. (2009). Global and local model combination for the structural analysis of the T2 line tram viaduct in Valencia (Spain). Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6644 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


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