Perfil del autor: Galvín, Pedro
Datos institucionales
| Nombre | Galvín, Pedro |
| Departamento | Mecánica de Medios Continuos y Teoría de Estructuras |
| Área de conocimiento | Mecánica de Medios Continuos y Teoría de Estructuras |
| Categoría profesional | Catedrático de Universidad |
| Correo electrónico | Solicitar |
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Estadísticas
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Nº publicaciones
97
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Nº visitas
11847
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Nº descargas
19686
| Publicaciones |
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Artículo
 The effect of ballast moisture content and fouling index on railway track settlement
(Elsevier, 2024)
A primary function of railway ballast is to maintain vertical track geometry, however over time it becomes contaminated ... |
Artículo
Design, tuning and in-field validation of energy harvesters for railway bridges
(Elsevier, 2024)
Energy harvesters are a promising technology for powering infrastructure condition monitoring systems without batteries. ... |
Artículo
Railway slab vs ballasted track: A comparison of track geometry degradation
(Elsevier, 2023)
Concrete slab railway tracks typically have higher initial capital costs yet lower operational costs in comparison to ... |
Artículo
Dynamic load allowance of long-span modular steel bridges
(Elsevier, 2023)
Modular steel bridges are structures whose construction is based on regular prefabricated truss units. This presents several ... |
Artículo
3D printed energy harvesters for railway bridges-Design optimisation
(Elsevier, 2023)
This paper investigates the optimal design of 3D printed energy harvesters for railway bridges. The type of harvester ... |
Artículo
 3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects
(Elsevier, 2023)
This work is devoted to the analysis of the vibratory response of High-Speed (HS) multi-track railway bridges composed by ... |
Trabajo Fin de Máster
Actualización de un modelo numérico del “Puente de Hierro del Arroyo Pedroches” de Córdoba para el análisis de su uso como vía verde
(2023)
Son muchas las estructuras ferroviarias que están quedando obsoletas en España, al ser sustituidas por nuevas vías y ... |
Artículo
Ballast shear effects on the dynamic response of railway bridges
(Elsevier, 2022)
Single-track railway bridges are susceptible of experiencing high levels of vertical acceleration on the deck that may be ... |
Artículo
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model
(Elsevier, 2022)
Railway track geometry deteriorates under repeated train loading. When linespeed is increased or new rolling-stock is ... |
Artículo
Vibration serviceability assessment of the world's longest suspended footbridge in 2020
(Elsevier, 2022)
This paper investigates the vibrations induced by humans through in situ behaviour tests of the 516 Arouca footbridge ... |
Artículo
A novel high-performance quadrature rule for BEM formulations
(Elsevier, 2022)
This paper describes a general approach to compute the boundary integral equations that appear when the boundary element ... |
Artículo
Theoretical and experimental analysis of the quasi-static and dynamic behaviour of the world's longest suspension footbridge in 2020
(Elsevier, 2022)
This work validates the simplified theoretical, analytical and numerical models used in the preliminary design stage of ... |
Artículo
On the vertical coupling effect of ballasted tracks in multi–span simply–supported railway bridges under operating conditions
(Taylor & Francis Group, 2022)
This contribution investigates the vertical coupling exerted by ballasted tracks on the vertical response of bridges ... |
Ponencia
Quadrature rule for singular integrals in common engineering problems
(WiT Press, 2022)
This paper describes a general method to compute the boundary integral equation for common engineering problems. The ... |
Trabajo Fin de Grado
Desarrollo de una aplicación móvil para identificar síntomas de enfermedades neurológicas
(2022)
El diagnóstico de la naturaleza de los temblores que se manifiestan en las personas no es una tarea sencilla para los ... |
Artículo
Wavelet and Lipschitz exponent based damage identification method for beams using mode shapes
(Elsevier, 2022)
This paper presents a damage identification method for beam-type structures based on the wavelet analysis. The damage ... |
Artículo
Ballasted track interaction effects in railway bridges with simply-supported spans composed by adjacent twin single-track decks
(Elsevier, 2021)
This paper is devoted to track-bridge interaction phenomena in railway bridges of short simply-supported (SS) spans composed ... |
Artículo
Fast simulation of railway bridge dynamics accounting for soil–structure interaction
(Springer, 2021)
A novel numerical methodology is presented to solve the dynamic response of railway bridges under the passage of running ... |
Artículo
Energy harvesting analysis in railway bridges: An approach based on modal decomposition
(Elsevier, 2021)
In this paper the authors investigate the energy harvesting in railway bridges and analyse the performance under different ... |
Artículo
Wavelet analysis of static deflections for multiple damage identification in beams
(Elsevier, 2021)
Wavelet analysis can be used in local damage detection due to its ability of revealing discontinuities induced by damage ... |
Trabajo Fin de Grado
Puesta a punto de un sistema inalámbrico de bajo coste para análisis vibratorios: MPU6050 y módulo ESP8266
(2021)
Este proyecto fin de grado se centrará en la puesta a punto de un sistema de bajo coste para la elaboración de análisis ... |
Artículo
On the dynamic characterisation of railway bridges through experimental testing
(Elsevier, 2021)
This work is devoted to the experimental evaluation of the dynamic response of railway bridges with common typologies in ... |
Trabajo Fin de Grado
Puesta a punto de un sistema de bajo coste para medir vibraciones estructurales
(2021)
En este trabajo se ha desarrollado un sistema de medición de vibraciones estructurales de bajo coste. Para ello se ha ... |
Artículo
An accurate treatment of non-homogeneous boundary conditions for development of the BEM
(Elsevier, 2020)
This paper proposes an enhancement of the treatment of non-homogeneous boundary conditions to improve the boundary element ... |
Artículo
Maximum resonance and cancellation phenomena in orthotropic plates traversed by moving loads: Application to railway bridges
(Elsevier, 2020)
The vibrational response of railway bridges is an issue of main concern, especially since the advent of High-Speed traffic. ... |
Artículo
A transfer function method to predict building vibration and its application to railway defects
(Elsevier, 2020)
This work presents a simplified method to evaluate building shaking due to arbitrary base excitations, and an example ... |
Artículo
Effect of the end cross beams on the railway induced vibrations of short girder bridges
(Elsevier, 2019)
This work is devoted to the analysis of the railway-induced vertical vibrations of simply-supported double track bridges ... |
Artículo
On the formulation of a BEM in the Bézier–Bernstein space for the solution of Helmholtz equation
(Elsevier, 2019)
This paper proposes a novel boundary element approach formulated on the Bézier-Bernstein basis to yield a geometry-independent ... |
Artículo
Acoustic waves scattered by elastic waveguides using a spectral approach with a 2.5D coupled boundary-finite element method
(Elsevier, 2019)
This work presents a two-and-a-half dimensional (2.5D) spectral formulation based on the finite element method (FEM) and ... |
Tesis Doctoral
Scoping prediction of ground and building vibrations induced by railway traffic.
(2019)
The research proposed in this Thesis approaches induced vibrations by railway traffic at the soil surface and buildings ... |
Artículo
Fiber Bragg grating application to study an unmanned aerial system composite wing
(SAGE Publications, 2019)
Structural health monitoring consists of structural integrity assessment by means of data acquisition and analysis from ... |
Artículo
A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects
(Elsevier, 2019)
A new hybrid time-frequency modelling methodology is proposed to simulate the generation of railway vibration caused by ... |
Capítulo de Libro
Scoping assessment of building vibrations due to railway traffic
(ICE Publishing, 2019)
|
Ponencia
A BEM based on the Bézier/Bernstein polynomial for acoustic waveguide modelization
(WIT Press, 2019)
This paper proposes a novel boundary element approach formulated on the Bézier–Bernstein basis to yield a geometry-independent ... |
Trabajo Fin de Grado
Condiciones de contorno para problemas en medios semi-infinitos mediante el MEF: Perfectly Matched Layers y Elementos Infinitos aplicados a problemas de la interacción suelo-estructura
(2019)
El presente trabajo versa en general sobre el fenómeno de la interacción suelo-estructura, y en particular, sobre la ... |
Ponencia
A 2.5D BEM-FEM using a spectral approach to study scattered waves in fluid–solid interaction problems
(WITPress, 2019)
This work presents a two-and-a-half dimensional (2.5D) spectral formulation based on the finite element method (FEM) and ... |
Trabajo Fin de Grado
Análisis estadístico de las vibraciones producidas por el paso de trenes en diferentes líneas ferroviarias
(2019)
El paso de trenes, sean de alta velocidad o no, genera un gran nivel de vibraciones, que depende de muchos factores. Estos ... |
Artículo
Scoping assessment of free-field vibrations due to railway traffic
(Elsevier, 2018)
The number of railway lines both operational and under construction is growing rapidly, leading to an increase in the ... |
Artículo
Effect of soil properties on the dynamic response of simply-supported bridges under railway traffic through coupled boundary element-finite element analyses
(Elsevier, 2018)
Railway induced vibrations on short-to-medium span simply-supported (SS) bridges is addressed in this contribution. Such ... |
Artículo
Two FE models to analyse the dynamic response of short span simply-supported oblique High-Speed railway bridges: comparison and experimental validation
(Elsevier, 2018)
In this paper the dynamic response of a particular type of high-speed railway bridge common in the Spanish railway system ... |
Artículo
A novel 2.5D spectral approach for studying thin-walled waveguides with fluid-acoustic interaction
(Elsevier, 2018)
This paper presents a novel formulation of two spectral elements to study guided waves in coupled problems involving ... |
Tesis Doctoral
Monitorización estructural SHM mediante redes de Bragg.
(2018)
En esta Tesis doctoral se demuestra el alto potencial y elevado nivel de disponibilidad tecnológico de las redes de Bragg ... |
Artículo
Damage detection in beams from modal and wavelet analysis using a stationary roving mass and noise estimation
(Wiley, 2018)
This paper uses the Continuous Wavelet Transform Analysis on mode shapes for damage identification. The wavelet analysis ... |
Artículo
Low weight additive manufacturing FBG accelerometer: design, characterization and testing
(Elsevier, 2018)
Structural Health Monitoring is considered the process of damage detection and structural characterization by any type of ... |
Artículo
Modelling of acoustic and elastic wave propagation from underground structures using a 2.5D BEM-FEM approach
(Elsevier, 2017)
This paper presents a numerical method based on a two-and-a-half dimensional (2.5D) boundary element-finite element (BEM-FEM) ... |
Artículo
Scoping assessment of building vibration induced by railway traffic
(Elsevier, 2017)
This work presents a scoping model to predict ground-borne railway vibration levels within buildings considering soil-structure ... |
Ponencia
A 2.5D spectral approach to represent acoustic and elastic waveguides interaction on thin slab structures
(Elsevier, 2017)
In this paper, we propose a spectral element method (SEM) to study guided waves in coupled problems involving ... |
Trabajo Fin de Grado
Estudio del comportamiento dinámico del alminar de San Juan: evaluación experimental de los parámetros modales
(2017)
Como vestigio de una antigua mezquita erigida entre los siglos IX y X en la plaza de San Juan (Córdoba) se conserva un ... |
Artículo
Modeling elastic wave propagation in fluid-filled boreholes drilled in nonhomogeneous media: BEM – MLPG versus BEM-FEM coupling
(Elsevier, 2017)
The efficiency of two coupling formulations, the boundary element method (BEM)-meshless local Petrov–Galerkin (MLPG) versus ... |
Ponencia
Investigation of the dynamic response and effect of soil properties of Arroyo Bracea II bridge in Madrid-Sevilla High-Speed railway line through experimental analyses
(Elsevier, 2017)
In this contribution the authors include results and conclusions from an experimental and numerical analysis of a railway ... |
Ponencia
Scoping methodology to asses induced vibration by railway traffic in buildings
(Elsevier, 2017)
This work presents a scoping model to predict ground-borne railway vibration levels within buildings considering soil-structure ... |
Trabajo Fin de Grado
Análisis experimental y modelización numérica del Alminar de San Juan de los Caballeros
(2017)
Este trabajo fin de grado surge con la idea de formar parte de un conjunto en el que se estudiará a fondo la estructura ... |
Artículo
Dynamic characterisation of wind turbine towers account for a monopile foundation and different soil conditions
(Taylor & Francis (Routledge), 2017)
The response of wind turbines is induced by dynamic loads such as wind, transient and cyclic loads, and also extreme loads ... |
| Trabajo Fin de Máster |
Trabajo Fin de Máster
A 2.5D spectral approach based on the BEM and the FEM to study wave propagation in fluid acoustics and elastodynamics
(2016)
En este trabajo se presenta una formulación espectral en dos dimensiones y media (2.5D) basada en el método de los elementos ... |
Trabajo Fin de Grado
Condiciones de resonancia y cancelación en puentes de ferrocarril considerando la interacción suelo – estructura: estudio del efecto de las propiedades de la vía
(2016)
El riguroso conocimiento del fenómeno vibratorio en viaductos ferroviarios es esencial para su diseño y conservación. En ... |
Trabajo Fin de Grado
Verificación experimental de un modelo numérico para reproducir problemas acústicos y aplicaciones prácticas
(2016)
A partir de este Trabajo Fin de Grado se establece la relación que existe entre el ruido y la ingeniería civil. Para ello, ... |
Artículo
On the basic phenomenon of soil-structure interaction on the free vibration response of beams: application to railway bridges
(Elsevier, 2016)
The dynamic transverse response of beam type bridges under railway tra c is addressed in this contribution. In particular, ... |
| Trabajo Fin de Grado |
Artículo
Soil structure interaction effects on the resonant response of railway bridges under high-speed traffic
(Taylor & Francis, 2015)
In the present contribution, the dynamic behaviour of beams traversed by moving loads including soil–structure interaction ... |
Ponencia
Analysis of stationary roving mass effect for damage detection in beams using wavelet analysis of mode shapes
(IOPscience, 2015)
One of the main challenges in damage detection techniques is sensitivity to damage. During the last years, a large number ... |
Artículo
Respuesta dinámica de edificaciones producida por campos de ondas incidentes considerando la interacción suelo-estructura
(Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE) de la Universitat Politécnica de Catalunya (UPC) ; Elsevier, 2014)
En este artículo se presentan dos metodologías basadas en las formulaciones de los métodos de los elementos de contorno y ... |
Artículo
A 3D time domain numerical model based on half-space Green's function for soil-structure interaction analysis
(Springer, 2014)
This paper presents a numerical method based on a three dimensional boundary element-finite element (BEM- FEM) coupled ... |
Artículo
Quantification of uncertainty in the prediction of railway induced ground vibration due to the use of statistical track unevenness data
(Elsevier, 2014)
Environmental vibrations due to railway traffic are predominantly due to dynamic axle loads caused by wheel and track ... |
Artículo
3D non-linear time domain FEM-BEM approach to soil-structure interaction problems
(Elsevier, 2013)
Dynamic soil-structure interaction is concerned with the study of structures supported on flexible soils and subjected to ... |
Artículo
Soil-structure interaction in resonant railway bridges
(Elsevier, 2013)
This paper explores dynamic soil–bridge interaction in high speed railway lines. The analysis was conducted using a general ... |
Artículo
Continuous wavelet analysis of mode shapes differences for damage detection
(Elsevier, 2013)
This paper presents a new damage detection methodology for beams. It applies wavelet analysis to locate the damage from ... |
Artículo
Crack location in beams using wavelet analysis
(Scientific.Net, 2013)
Abstract: This paper applies a methodology for damage detection in beams proposed by the authors. The methodology is based ... |
Artículo
A time domain analysis of train induced vibrations
(Techno-Press, 2012)
This paper is intended to show the robustness and capabilities of a coupled Boundary Element-Finite Element technique for ... |
Artículo
Comportamiento dinámico de viaductos cortos considerando la interacción vehículo-vía-estructura-suelo
(Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE) de la Universitat Politécnica de Catalunya (UPC), 2012)
En este artíıculo se estudia la influencia de la interacción dinámica vehículo-vía-estructura-suelo en el comportamiento ... |
Artículo
Teaching Structural Analysis through design, building and testing
(ASCE, 2012)
This paper presents the results of an innovative teaching experience in the area of structural analysis in the mechanical ... |
Artículo
A 2.5D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace
(Elsevier, 2010)
This paper presents a general 2.5D coupled finite element–boundary element methodology for the computation of the dynamic ... |
Artículo
Monitoring the mechanical behaviour of the weather vanesculpture mounted atop Seville Cathedral’s Giralda Tower
(SAGE Publications, 2010)
This article presents the application of monitoring and detection of structural damage techniques to a historic monument. ... |
Artículo
A 3D Numerical Mode for HST Induced Vibrations
(Multi-Science Publishing, 2010)
A general numerical model for the analysis of soil motion due to high-speed train passage and effects on nearby surface ... |
Ponencia
Detección de daño en estructuras mediante la aplicación de la transformada Wavelet a su deflexión estática
(Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010)
En los últimos años ha existido un creciente interés en desarrollar nuevas metodologías que permitan la detección de ... |
Ponencia
Identificación dinámica de puentes de Sevilla mediante sus respuestas a cargas de servicio
(Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010)
En los últimos años se han construido en Sevilla varios puentes de diseño singular, suficientemente rígidos para soportar ... |
Ponencia
Enseñanza de Teoría de Estructuras mediante el diseño, cálculo, construcción y ensayo de modelos
(Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010)
Este trabajo presenta los resultados de una experiencia de innovación docente dentro de la docencia en el ámbito de las ... |
Artículo
Vibrations induced by HST passage on ballast and non-ballast tracks
(Elsevier, 2010)
The use of ballastless slab track is significantly increasing in HST line technology. This development is due to some ... |
Artículo
Fully three-dimensional analysis of high-speed traintracksoil-structure dynamic interaction
(Elsevier, 2010)
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model, formulated in the ... |
Artículo
A 2.5D coupled FE-BE model for the prediction of railway induced vibrations
(Elsevier, 2010)
Ground vibrations induced by railway traffic at grade and in tunnels are often studied by means of two-and-half dimensional ... |
Ponencia
Fully 3D analysis of HST-track-soil-structure dynamic interaction
(KU Leuven, Department of Mechanical Engineering,, 2010)
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model formulated on time ... |
Artículo
Monitorización del comportamiento mecánico del giraldillo: aplicación de técnicas de detección de daño
(Asociación Española de Ingeniería Mecánica, 2008)
This paper outlines an application of damage identification and health monitoring techniques on an historical work of art. ... |
Artículo
Implantación de nuevas metodologías docentes para el aprendizaje de técnicas experimentales aplicadas al análisis de estructuras
(Asociación Española de ingeniería Mecánica, 2008)
En este trabajo se presentan las metodologías docentes que se han implementado en los últimos cuatro años en la asignatura ... |
Artículo
Sistema de seguimiento y análisis del comportamiento mecánico del Giraldillo
(Instituto Andaluz de Patrimonio Histórico, 2008)
Entre 1999 y 2005, el Instituto Andaluz del Patrimonio Histórico se encargó de llevar a cabo un intenso proyecto de ... |
Artículo
Identificación de daños en estructuras a partir de su respuesta dinámica
(Asociación Española de ingeniería Mecánica, 2008)
La presencia de daños en estructuras puede deberse a multitud de causas. Por ejemplo, debido a causas accidentales que ... |
Artículo
Analysis of ground motion due to moving surface loads induced by high-speed trains
(Elsevier, 2007)
A three-dimensional time domain boundary element (BE) approach for the analysis of soil vibrations induced by high-speed ... |
Tesis Doctoral
 Análisis numérico y experimental de las vibraciones ocasionadas por el paso de trenes de alta velocidad en el suelo y en estructuras cercanas a la vía
(2007)
En la presente tesis se presenta un modelo numérico para la predicción de las vibraciones inducidas en el suelo y en ... |
Artículo
High-speed train-induced ground motion and interaction with structures
(Elsevier, 2007)
A general numerical model for the analysis of soil motion due to high-speed train passage and effects on nearby surface ... |
Artículo
Dynamic analysis of a cable-stayed deck steel arch bridge
(Elsevier, 2007)
A theoretical and experimental research work in relation to Barqueta cable-stayed bridge is described in this paper. ... |
Ponencia
Induced vibrations due to high-speed trains: Córdoba-Málaga high speed line
(Sociedad Española de Acústica, 2007)
Numerical models to obtain ground vibrations induced by the passage of HST, based on finite element method and boundary ... |
Ponencia
Dynamic study of the Barqueta cable-stayed Bridge
(Society for Experimental Mechanics (SEM), 2006)
A theoretical and experimental research work of the Barqueta cable-stayed bridge is described in this paper. The Barqueta ... |
Ponencia
Dynamic investigation of the City of Manchester Stadium
(Society for Experimental Mechanics (SEM), 2006)
The dynamic behaviour of the City of Manchester Stadium is described in this paper. With a remote monitoring system, ... |
Ponencia
Modal Identification of a Pedestrian Bridge by Output-Only Analysis
(Katholieke Universiteit Leuven, Department of Mechanical Engineering, 2006)
Modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of mechanical ... |
Ponencia
Modal identification of a pedestrian bridge by output-only analysis
(Society for Experimental Mechanics (SEM), 2005)
The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of a mechanical ... |
Artículo
Identificación Dinámica de una Pasarela a partir de la Respuesta originada por Cargas de Servicio
(Asociación Española de Ingeniería Mecánica, 2004)
Los parámetros modales caracterizan dinámicamente a un sistema mecánico. El análisis modal es el método clásico con el que ... |
Artículo
Influencia de los anclajes en vigas de hormigón armado reforzadas con laminado de fibras de carbono
(Asociación española de ingeniería mecánica, 2004)
La resistencia a flexión de vigas de hormigón armado puede ser incrementada adhiriendo externamente láminas de fibras de ... |
Artículo
Identificación Dinámica de Elementos de Hormigón Armado Fisurados Reforzados Externamente con Fibras de Carbono
(Asociación Española de Ingeniería Mecánica, 2004)
Las estructuras de hormigón armado pueden sufrir daños a lo largo de su vida causados, por ejemplo, por cargas subestimadas ... |