Nonlinear Analysis of a Multispan Stone Masonry Bridge Under Railway Traffic Loading

Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/133382

Full metadata record

DC Field	Value	Language
dc.creator	Rúben Silva
dc.creator	Cristina Costa
dc.creator	António Arêde
dc.date.accessioned	2024-03-06T00:07:19Z	-
dc.date.available	2024-03-06T00:07:19Z	-
dc.date.issued	2020
dc.identifier.other	sigarra:455921
dc.identifier.uri	https://hdl.handle.net/10216/133382	-
dc.description.abstract	This paper reports on modelling strategies used to represent the structural behaviour of a multispan masonry bridge under railway loading. The bridge structural behaviour is simulated by a 3D finite element model, in which the different bridge components are represented by homogeneous materials. The masonry and infill nonlinear behaviour are simulated using the Drucker-Prager model. The response of the bridge is evaluated for different passages of a freight train considering its dynamic effects and using a simplified methodology. (c) Springer Nature Switzerland AG 2020.
dc.language.iso	eng
dc.relation.ispartof	Proceedings of ARCH 2019
dc.rights	restrictedAccess
dc.subject	Engenharia estrutural, Engenharia civil
dc.subject	Structural engineering, Civil engineering
dc.title	Nonlinear Analysis of a Multispan Stone Masonry Bridge Under Railway Traffic Loading
dc.type	Capítulo ou Parte de Livro
dc.contributor.uporto	Faculdade de Engenharia
dc.identifier.doi	10.1007/978-3-030-29227-0_8
dc.identifier.authenticus	P-00S-66W
dc.subject.fos	Ciências da engenharia e tecnologias::Engenharia civil
dc.subject.fos	Engineering and technology::Civil engineering
Appears in Collections:	FEUP - Capítulo ou Parte de Livro

Files in This Item:

File	Description	Size	Format
455921.pdf Restricted Access	Nonlinear Analysis of a Multispan Stone Masonry Bridge Under Railway Traffic Loading - ARCH 2019	2.06 MB	Adobe PDF	View/Open