Go to:
Logótipo
Você está em: Start > Publications > View > Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model
Publication

Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model

Title
Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model
Type
Article in International Scientific Journal
Year
2017
Authors
Correia dos Santos, NC
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Barbosa, J
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Delgado, R
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Journal
Vol. 97
Pages: 324-344
ISSN: 0267-7261
Publisher: Elsevier
Other information
Authenticus ID: P-00M-KN1
Abstract (EN): This paper presents a numerical model that can be used to perform a fully three-dimensional analysis of problems involving vibrations induced by railway traffic, taking into account the dynamic interaction of the vehicle-structure-ground system. The structure and the vehicle are modelled with finite elements, while the behaviour of the ground is described by its Green's functions. It is a particular case of a FEM/BEM coupling, in the time domain, wherein the structure modelled with finite elements lays on the surface of the ground. The dynamic analysis of the system results from the direct and efficient calculation of a single system of equations. The validation of the proposed model is based on the results of an experimental campaign developed in a stretch of the Portuguese railway network. The vibrations generated by one passage of the Alfa Pendular train are analysed and a good agreement between measured and calculated responses is achieved.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 21
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

A 3D time domain formulation for the analysis of train induced vibrations (2010)
Article in International Conference Proceedings Book
Correia dos Santos, NC; Barbosa, J; Calcada, R; Azevedo, A; Delgado, R

Of the same journal

Track-ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model (2012)
Article in International Scientific Journal
Alves Costa, PA; Calcada, R; Silva Cardoso, AS
The effect of tunnel construction on future underground railway vibrations (2019)
Article in International Scientific Journal
Pedro Alves Costa; Paulo Soares; Jesus Fernandez; David Connolly
Simplified approach for ground reinforcement design to enhance critical speed (2022)
Article in International Scientific Journal
Pedro Alves Costa; Alexandre Pinto; Jesus Fernandez; Aires Colaço; Luís Godinho
Railway critical speed assessment: A simple experimental-analytical approach (2020)
Article in International Scientific Journal
Pedro Alves Costa; Aires Colaço; Paulo Soares; David Connolly; Patrícia Lopes
Probabilistic models for 3D structural demand considering the ground motion group size and the angle of seismic incidence (2023)
Article in International Scientific Journal
Skoulidou, D; Mohamed, H; Xavier Romão

See all (28)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Arquitectura da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-07-26 at 12:22:40 | Acceptable Use Policy | Data Protection Policy | Complaint Portal