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

• Tipo: Capítulo ou Parte de Livro
• Data: 2020

Autores

Rúben Silva (Autor) FEUP; Cristina Costa (Autor) FEUP; António Arêde (Autor) FEUP

Livro

Título: Proceedings of ARCH 2019

Páginas: 119-127

ISBN: 9783030292263

ISBN Eletrónico: 9783030292270

Editora: Springer Publishing

Indexação

Scopus - 0 Citações

Classificação Científica

CORDIS: Ciências Tecnológicas > Engenharia > Engenharia civil > Engenharia estrutural

FOS: Ciências da engenharia e tecnologias > Engenharia civil

Outras Informações

ID Authenticus: P-00S-66W

DOI: 10.1007/978-3-030-29227-0_8

Abstract (EN): 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. © Springer Nature Switzerland AG 2020.

Idioma: Inglês

Tipo (Avaliação Docente): Científica