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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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Miguel, L.; Monleón Cremades, S. (2009). Global and local model combination for the structural analysis of the T2 line tram viaduct in Valencia (Spain). Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6644.

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Title: Global and local model combination for the structural analysis of the T2 line tram viaduct in Valencia (Spain)
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
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 ...[+]
Subjects: Finite element model , Hybrid folded plate-space truss model , Nonlinear geometric analysis , Buckling , Critical loads , Initial imperfection , Elastoplastic analysis , Yielding , Civil engineering structure , Tram viaduct , Bridge
Copyrigths: Reserva de todos los derechos
ISBN: 978-84-8363-461-5
Source:
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.
Publisher:
Editorial Universitat Politècnica de València
Conference name: Symposium of the International Association for Shell and Spatial Structures
Conference place: Valencia
Conference date: 2009
Description: p. 2848-2855
Type: Comunicación en congreso

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