Data

NameGalvín, Pedro
DepartmentMecánica de Medios Continuos y Teoría de Estructuras
Knowledge areaMecánica de Medios Continuos y Teoría de Estructuras
Professional categoryCatedrático de Universidad
E-mailRequest
           

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  Publications

 

Article
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Theoretical and experimental analysis of the quasi-static and dynamic behaviour of the world's longest suspension footbridge in 2020

Tadeu, Antònio; Romero Ordóñez, Antonio; Bandeira, Filipe; Pedro, Filipe; Dias, Sara; Serra, Miguel; Brett, Michael; Galvín, Pedro (Elsevier, 2022-02-01)
This work validates the simplified theoretical, analytical and numerical models used in the preliminary design stage of ...
Article
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On the vertical coupling effect of ballasted tracks in multi–span simply–supported railway bridges under operating conditions

Moliner, Emma; Martínez Rodríguez, María Dolores; Galvín, Pedro; Chordà-Monsonís, Josep; Romero Ordóñez, Antonio (Taylor & Francis Group, 2022-01-01)
This contribution investigates the vertical coupling exerted by ballasted tracks on the vertical response of bridges ...
Article
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Ballasted track interaction effects in railway bridges with simply-supported spans composed by adjacent twin single-track decks

Sánchez-Quesada, Juan Carlos; Moliner, Emma; Romero Ordóñez, Antonio; Galvín, Pedro; Martínez-Rodrigo, María Dolores (Elsevier, 2021-09-08)
This paper is devoted to track-bridge interaction phenomena in railway bridges of short simply-supported (SS) spans composed ...
Article
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Fast simulation of railway bridge dynamics accounting for soil–structure interaction

Galvín, Pedro; Romero Ordóñez, Antonio; Moliner, Emma; Connolly, David P.; Martínez-Rodrigo, María Dolores (Springer, 2021-08-01)
A novel numerical methodology is presented to solve the dynamic response of railway bridges under the passage of running ...
Article
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Energy harvesting analysis in railway bridges: An approach based on modal decomposition

Cámara-Molina, J.C.; Moliner, Emma; Galvín, Pedro; Romero Ordóñez, Antonio; Martínez-Rodrigo, María Dolores (Elsevier, 2021-04-10)
In this paper the authors investigate the energy harvesting in railway bridges and analyse the performance under different ...
Article
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Wavelet analysis of static deflections for multiple damage identification in beams

Ma, Qiaoyu; Galvín, Pedro; Solís Muñiz, Mario (Elsevier, 2021-01-15)
Wavelet analysis can be used in local damage detection due to its ability of revealing discontinuities induced by damage ...
Article
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On the dynamic characterisation of railway bridges through experimental testing

Galvín, Pedro; Romero Ordóñez, Antonio; Moliner, Emma; Roeck, Guido de; Martínez-Rodrigo, María Dolores (Elsevier, 2021-01-01)
This work is devoted to the experimental evaluation of the dynamic response of railway bridges with common typologies in ...
Final Degree Project
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Puesta a punto de un sistema inalámbrico de bajo coste para análisis vibratorios: MPU6050 y módulo ESP8266

Galvín, Pedro; Blanco González, Víctor Javier (2021-01-01)
Este proyecto fin de grado se centrará en la puesta a punto de un sistema de bajo coste para la elaboración de análisis ...
Final Degree Project
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Puesta a punto de un sistema de bajo coste para medir vibraciones estructurales

Galvín, Pedro; Monsalvete Contreras, Paloma (2021-01-01)
En este trabajo se ha desarrollado un sistema de medición de vibraciones estructurales de bajo coste. Para ello se ha ...
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An accurate treatment of non-homogeneous boundary conditions for development of the BEM

Romero Ordóñez, Antonio; Galvín, Pedro; Tadeu, Antònio (Elsevier, 2020-07-01)
This paper proposes an enhancement of the treatment of non-homogeneous boundary conditions to improve the boundary element ...
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Maximum resonance and cancellation phenomena in orthotropic plates traversed by moving loads: Application to railway bridges

Martínez-Rodrigo, María Dolores; Moliner, Emma; Romero Ordóñez, Antonio; Roeck, Guido de; Galvín, Pedro (Elsevier, 2020-03-01)
The vibrational response of railway bridges is an issue of main concern, especially since the advent of High-Speed traffic. ...
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A transfer function method to predict building vibration and its application to railway defects

López-Mendoza, Daniel; Connolly, David P.; Romero Ordóñez, Antonio; Kouroussis, G.; Galvín, Pedro (Elsevier, 2020-01-30)
This work presents a simplified method to evaluate building shaking due to arbitrary base excitations, and an example ...
Article
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Effect of the end cross beams on the railway induced vibrations of short girder bridges

Moliner, Emma; Romero Ordóñez, Antonio; Galvín, Pedro; Martínez-Rodrigo, María Dolores (Elsevier, 2019-12-15)
This work is devoted to the analysis of the railway-induced vertical vibrations of simply-supported double track bridges ...
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On the formulation of a BEM in the Bézier–Bernstein space for the solution of Helmholtz equation

Romero Ordóñez, Antonio; Galvín, Pedro; Cámara-Molina, J.C.; Tadeu, Antònio (Elsevier, 2019-10-01)
This paper proposes a novel boundary element approach formulated on the Bézier-Bernstein basis to yield a geometry-independent ...
Article
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Acoustic waves scattered by elastic waveguides using a spectral approach with a 2.5D coupled boundary-finite element method

Cruz-Muñoz, Francisco Javier; Romero Ordóñez, Antonio; Galvín, Pedro; Tadeu, Antònio (Elsevier, 2019-09-01)
This work presents a two-and-a-half dimensional (2.5D) spectral formulation based on the finite element method (FEM) and ...
PhD Thesis
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Scoping prediction of ground and building vibrations induced by railway traffic.

Galvín, Pedro; Romero Ordóñez, Antonio; López-Mendoza, Daniel (2019-06-21)
The research proposed in this Thesis approaches induced vibrations by railway traffic at the soil surface and buildings ...
Article
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Fiber Bragg grating application to study an unmanned aerial system composite wing

Gutiérrez Vázquez, Nicolás; Fernández, Rosario; Galvín, Pedro; Lasagni, Fernando Adrián (SAGE Publications, 2019-05-01)
Structural health monitoring consists of structural integrity assessment by means of data acquisition and analysis from ...
Chapter of Book
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Scoping assessment of building vibrations due to railway traffic

Krilov, Victor V.; Galvín, Pedro; López Mendoza, Daniel; Romero Ordóñez, Antonio; Connolly, David P. (ICE Publishing, 2019-05-01)
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A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects

Connolly, David P.; Galvín, Pedro; Olivier, B.; Romero Ordóñez, Antonio; Kouroussis, G. (Elsevier, 2019-05-01)
A new hybrid time-frequency modelling methodology is proposed to simulate the generation of railway vibration caused by ...
Final Degree Project
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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

Galvín, Pedro; Valadés Rodríguez, Juan Diego (2019-01-01)
El presente trabajo versa en general sobre el fenómeno de la interacción suelo-estructura, y en particular, sobre la ...
Final Degree Project
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Análisis estadístico de las vibraciones producidas por el paso de trenes en diferentes líneas ferroviarias

Galvín, Pedro; Cartes Cumbreras, Manuel Jesús (2019-01-01)
El paso de trenes, sean de alta velocidad o no, genera un gran nivel de vibraciones, que depende de muchos factores. Estos ...
Presentation
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A BEM based on the Bézier/Bernstein polynomial for acoustic waveguide modelization

Romero Ordóñez, Antonio; Galvín, Pedro; Tadeu, Antònio (WIT Press, 2019-01-01)
This paper proposes a novel boundary element approach formulated on the Bézier–Bernstein basis to yield a geometry-independent ...
Presentation
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A 2.5D BEM-FEM using a spectral approach to study scattered waves in fluid–solid interaction problems

Cruz Muñoz, Juan; Romero Ordóñez, Antonio; Galvín, Pedro; Tadeu, Antònio (WITPress, 2019-01-01)
This work presents a two-and-a-half dimensional (2.5D) spectral formulation based on the finite element method (FEM) and ...
Article
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Scoping assessment of free-field vibrations due to railway traffic

Galvín, Pedro; López Mendoza, Diana; Connolly, David P.; Degrande, G.; Lombaert, G.; Romero Ordóñez, Antonio (Elsevier, 2018-11-01)
The number of railway lines both operational and under construction is growing rapidly, leading to an increase in the ...
Article
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Effect of soil properties on the dynamic response of simply-supported bridges under railway traffic through coupled boundary element-finite element analyses

Martínez-Rodrigo, María Dolores; Galvín, Pedro; Domenech, A.; Romero Ordóñez, Antonio (Elsevier, 2018-09-01)
Railway induced vibrations on short-to-medium span simply-supported (SS) bridges is addressed in this contribution. Such ...
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A novel 2.5D spectral approach for studying thin-walled waveguides with fluid-acoustic interaction

Romero Ordóñez, Antonio; Cruz-Muñoz, Francisco Javier; Tadeu, Antònio; Galvín, Pedro (Elsevier, 2018-07-01)
This paper presents a novel formulation of two spectral elements to study guided waves in coupled problems involving ...
Article
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Two FE models to analyse the dynamic response of short span simply-supported oblique High-Speed railway bridges: comparison and experimental validation

Galvín, Pedro; Romero Ordóñez, Antonio; Moliner, Emma; Martínez-Rodrigo, María Dolores (Elsevier, 2018-07-01)
In this paper the dynamic response of a particular type of high-speed railway bridge common in the Spanish railway system ...
PhD Thesis
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Monitorización estructural SHM mediante redes de Bragg.

Galvín, Pedro; Lasagni, Fernando Adrián; Gutiérrez Vázquez, Nicolás (2018-05-07)
En esta Tesis doctoral se demuestra el alto potencial y elevado nivel de disponibilidad tecnológico de las redes de Bragg ...
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Damage detection in beams from modal and wavelet analysis using a stationary roving mass and noise estimation

Solís Muñiz, Mario; Ma, Q.; Galvín, Pedro (Wiley, 2018-04-01)
This paper uses the Continuous Wavelet Transform Analysis on mode shapes for damage identification. The wavelet analysis ...
Article
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Low weight additive manufacturing FBG accelerometer: design, characterization and testing

Gutiérrez Vázquez, Nicolás; Galvín, Pedro; Lasagni, Fernando Adrián (Elsevier, 2018-03-01)
Structural Health Monitoring is considered the process of damage detection and structural characterization by any type of ...
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Modelling of acoustic and elastic wave propagation from underground structures using a 2.5D BEM-FEM approach

Romero Ordóñez, Antonio; Galvín, Pedro; António, J.; Domínguez Abascal, José; Tadeu, Antònio (Elsevier, 2017-03-01)
This paper presents a numerical method based on a two-and-a-half dimensional (2.5D) boundary element-finite element (BEM-FEM) ...
Article
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Scoping assessment of building vibration induced by railway traffic

López-Mendoza, Daniel; Romero Ordóñez, Antonio; Connolly, David P.; Galvín, Pedro (Elsevier, 2017-02-01)
This work presents a scoping model to predict ground-borne railway vibration levels within buildings considering soil-structure ...
Final Degree Project
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Estudio del comportamiento dinámico del alminar de San Juan: evaluación experimental de los parámetros modales

Galvín, Pedro; Velázquez Mata, Rocío (2017-01-01)
Como vestigio de una antigua mezquita erigida entre los siglos IX y X en la plaza de San Juan (Córdoba) se conserva un ...
Final Degree Project
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Análisis experimental y modelización numérica del Alminar de San Juan de los Caballeros

Galvín, Pedro; Ruiz Maestre, Rafael (2017-01-01)
Este trabajo fin de grado surge con la idea de formar parte de un conjunto en el que se estudiará a fondo la estructura ...
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Dynamic characterisation of wind turbine towers account for a monopile foundation and different soil conditions

Galvín, Pedro; Romero Ordóñez, Antonio; Solís Muñiz, Mario; Domínguez Abascal, José (Taylor & Francis (Routledge), 2017-01-01)
The response of wind turbines is induced by dynamic loads such as wind, transient and cyclic loads, and also extreme loads ...
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Modeling elastic wave propagation in fluid-filled boreholes drilled in nonhomogeneous media: BEM – MLPG versus BEM-FEM coupling

Tadeu, Antònio; Romero Ordóñez, Antonio; Stanak, P.; Sladek, J.; Sladek, V.; Galvín, Pedro; Antonio, J. (Elsevier, 2017-01-01)
The efficiency of two coupling formulations, the boundary element method (BEM)-meshless local Petrov–Galerkin (MLPG) versus ...
Presentation
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A 2.5D spectral approach to represent acoustic and elastic waveguides interaction on thin slab structures

Cruz-Muñoz, Francisco Javier; Romero Ordóñez, Antonio; Tadeu, Antònio; Galvín, Pedro (Elsevier, 2017-01-01)
In this paper, we propose a spectral element method (SEM) to study guided waves in coupled problems involving ...
Presentation
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Scoping methodology to asses induced vibration by railway traffic in buildings

López-Mendoza, Daniel; Romero Ordóñez, Antonio; Connolly, David P.; Galvín, Pedro (Elsevier, 2017-01-01)
This work presents a scoping model to predict ground-borne railway vibration levels within buildings considering soil-structure ...
Presentation
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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

Vestroni, Fabrizio; Gattulli, Vincenzo; Romeo, Francesco; Galvín, Pedro; Moliner, Emma; Romero Ordóñez, Antonio; Martínez-Rodrigo, María Dolores (Elsevier, 2017-01-01)
In this contribution the authors include results and conclusions from an experimental and numerical analysis of a railway ...
Final Degree Project
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Condiciones de resonancia y cancelación en puentes de ferrocarril considerando la interacción suelo – estructura: estudio del efecto de las propiedades de la vía

Galvín, Pedro; Ramírez Martínez, Javier Ángel (2016-01-01)
El riguroso conocimiento del fenómeno vibratorio en viaductos ferroviarios es esencial para su diseño y conservación. En ...
Master's Final Project
Master's Final Project
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A 2.5D spectral approach based on the BEM and the FEM to study wave propagation in fluid acoustics and elastodynamics

Romero Ordóñez, Antonio; Galvín, Pedro; Cruz-Muñoz, Francisco Javier (2016-01-01)
En este trabajo se presenta una formulación espectral en dos dimensiones y media (2.5D) basada en el método de los elementos ...
Final Degree Project
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Verificación experimental de un modelo numérico para reproducir problemas acústicos y aplicaciones prácticas

Galvín, Pedro; Ares Moreno, Alejandra (2016-01-01)
A partir de este Trabajo Fin de Grado se establece la relación que existe entre el ruido y la ingeniería civil. Para ello, ...
Article
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On the basic phenomenon of soil-structure interaction on the free vibration response of beams: application to railway bridges

Doménech, Alejandro; Martínez-Rodrigo, María Dolores; Romero Ordóñez, Antonio; Galvín, Pedro (Elsevier, 2016-01-01)
The dynamic transverse response of beam type bridges under railway tra c is addressed in this contribution. In particular, ...
Final Degree Project
Presentation
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Analysis of stationary roving mass effect for damage detection in beams using wavelet analysis of mode shapes

Solís Muñiz, Mario; Benjumea, Antonio J.; Algaba, Mario; Galvín, Pedro (IOPscience, 2015-01-01)
One of the main challenges in damage detection techniques is sensitivity to damage. During the last years, a large number ...
Article
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Soil structure interaction effects on the resonant response of railway bridges under high-speed traffic

Doménech, Alejandro; Martínez-Rodrigo, María Dolores; Romero Ordóñez, Antonio; Galvín, Pedro (Taylor & Francis, 2015-01-01)
In the present contribution, the dynamic behaviour of beams traversed by moving loads including soil–structure interaction ...
Article
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Quantification of uncertainty in the prediction of railway induced ground vibration due to the use of statistical track unevenness data

Lombaert, G.; Galvín, Pedro; François, S.; Degrande, G. (Elsevier, 2014-01-01)
Environmental vibrations due to railway traffic are predominantly due to dynamic axle loads caused by wheel and track ...
Article
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Respuesta dinámica de edificaciones producida por campos de ondas incidentes considerando la interacción suelo-estructura

Auersch, L.; Romero Ordóñez, Antonio; Galvín, Pedro (Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE) de la Universitat Politécnica de Catalunya (UPC) ; Elsevier, 2014-01-01)
En este artículo se presentan dos metodologías basadas en las formulaciones de los métodos de los elementos de contorno y ...
Article
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A 3D time domain numerical model based on half-space Green's function for soil-structure interaction analysis

; Galvín, Pedro; Maestre Torreblanca, José María; Romero Ordóñez, Antonio (Springer, 2014-01-01)
This paper presents a numerical method based on a three dimensional boundary element-finite element (BEM- FEM) coupled ...
Article
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Soil-structure interaction in resonant railway bridges

Romero Ordóñez, Antonio; Solís Muñiz, Mario; Domínguez Abascal, José; Galvín, Pedro (Elsevier, 2013-01-01)
This paper explores dynamic soil–bridge interaction in high speed railway lines. The analysis was conducted using a general ...
Article
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3D non-linear time domain FEM-BEM approach to soil-structure interaction problems

Romero Ordóñez, Antonio; Galvín, Pedro; Domínguez Abascal, José (Elsevier, 2013-01-01)
Dynamic soil-structure interaction is concerned with the study of structures supported on flexible soils and subjected to ...
Article
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Comportamiento dinámico de viaductos cortos considerando la interacción vehículo-vía-estructura-suelo

Romero Ordóñez, Antonio; Galvín, Pedro; Domínguez Abascal, José (Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE) de la Universitat Politécnica de Catalunya (UPC), 2012-01-01)
En este artíıculo se estudia la influencia de la interacción dinámica vehículo-vía-estructura-suelo en el comportamiento ...
Article
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A time domain analysis of train induced vibrations

Romero Ordóñez, Antonio; Galvín, Pedro; Domínguez Abascal, José (Techno-Press, 2012-01-01)
This paper is intended to show the robustness and capabilities of a coupled Boundary Element-Finite Element technique for ...
Article
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A 2.5D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace

François, S.; Schevenels, M.; Galvín, Pedro; Lombaert, G.; Degrande, G. (Elsevier, 2010-04-01)
This paper presents a general 2.5D coupled finite element–boundary element methodology for the computation of the dynamic ...
Article
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A 2.5D coupled FE-BE model for the prediction of railway induced vibrations

Galvín, Pedro; François, S.; Schevenels, M.; Bongini, E.; Degrande, G.; Lombaert, G. (Elsevier, 2010-01-01)
Ground vibrations induced by railway traffic at grade and in tunnels are often studied by means of two-and-half dimensional ...
Presentation
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Identificación dinámica de puentes de Sevilla mediante sus respuestas a cargas de servicio

Galvín, Pedro; Solís Muñiz, Mario; Romero Ordóñez, Antonio; Domínguez Abascal, José (Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010-01-01)
En los últimos años se han construido en Sevilla varios puentes de diseño singular, suficientemente rígidos para soportar ...
Presentation
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Detección de daño en estructuras mediante la aplicación de la transformada Wavelet a su deflexión estática

Algaba, Mario; Solís Muñiz, Mario; Galvín, Pedro (Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010-01-01)
En los últimos años ha existido un creciente interés en desarrollar nuevas metodologías que permitan la detección de ...
Presentation
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Enseñanza de Teoría de Estructuras mediante el diseño, cálculo, construcción y ensayo de modelos

Galvín, Pedro; Solís Muñiz, Mario; Romero Ordóñez, Antonio (Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010-01-01)
Este trabajo presenta los resultados de una experiencia de innovación docente dentro de la docencia en el ámbito de las ...
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Fully three-dimensional analysis of high-speed traintracksoil-structure dynamic interaction

Galvín, Pedro; Romero Ordóñez, Antonio; Domínguez Abascal, José (Elsevier, 2010-01-01)
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model, formulated in the ...
Article
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Vibrations induced by HST passage on ballast and non-ballast tracks

Galvín, Pedro; Romero Ordóñez, Antonio; Domínguez Abascal, José (Elsevier, 2010-01-01)
The use of ballastless slab track is significantly increasing in HST line technology. This development is due to some ...
Article
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A 3D Numerical Mode for HST Induced Vibrations

Galvín, Pedro; Domínguez Abascal, José (Multi-Science Publishing, 2010-01-01)
A general numerical model for the analysis of soil motion due to high-speed train passage and effects on nearby surface ...
Presentation
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Fully 3D analysis of HST-track-soil-structure dynamic interaction

Romero Ordóñez, Antonio; Galvín, Pedro; Domínguez Abascal, José (KU Leuven, Department of Mechanical Engineering,, 2010-01-01)
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model formulated on time ...
Article
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Sistema de seguimiento y análisis del comportamiento mecánico del Giraldillo

Solís Muñiz, Mario; Romero Ordóñez, Antonio; Galvín, Pedro; Domínguez Abascal, José (Instituto Andaluz de Patrimonio Histórico, 2008-01-01)
Entre 1999 y 2005, el Instituto Andaluz del Patrimonio Histórico se encargó de llevar a cabo un intenso proyecto de ...
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Implantación de nuevas metodologías docentes para el aprendizaje de técnicas experimentales aplicadas al análisis de estructuras

Solís Muñiz, Mario; Galvín, Pedro; Domínguez Abascal, José (Asociación Española de ingeniería Mecánica, 2008-01-01)
En este trabajo se presentan las metodologías docentes que se han implementado en los últimos cuatro años en la asignatura ...
Article
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Identificación de daños en estructuras a partir de su respuesta dinámica

Rojas Díaz, Ramón; Galvín, Pedro (Asociación Española de ingeniería Mecánica, 2008-01-01)
La presencia de daños en estructuras puede deberse a multitud de causas. Por ejemplo, debido a causas accidentales que ...
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Monitorización del comportamiento mecánico del giraldillo: aplicación de técnicas de detección de daño

Romero Ordóñez, Antonio; Solís Muñiz, Mario; Galvín, Pedro; Domínguez Abascal, José (Asociación Española de Ingeniería Mecánica, 2008-01-01)
This paper outlines an application of damage identification and health monitoring techniques on an historical work of art. ...
Article
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Analysis of ground motion due to moving surface loads induced by high-speed trains

Galvín, Pedro; Domínguez Abascal, José (Elsevier, 2007-11-01)
A three-dimensional time domain boundary element (BE) approach for the analysis of soil vibrations induced by high-speed ...
PhD Thesis
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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

Domínguez Abascal, José; Galvín, Pedro (2007-05-04)
En la presente tesis se presenta un modelo numérico para la predicción de las vibraciones inducidas en el suelo y en ...
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High-speed train-induced ground motion and interaction with structures

Galvín, Pedro; Domínguez Abascal, José (Elsevier, 2007-01-01)
A general numerical model for the analysis of soil motion due to high-speed train passage and effects on nearby surface ...
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Dynamic analysis of a cable-stayed deck steel arch bridge

Galvín, Pedro; Domínguez Abascal, José (Elsevier, 2007-01-01)
A theoretical and experimental research work in relation to Barqueta cable-stayed bridge is described in this paper. ...
Presentation
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Induced vibrations due to high-speed trains: Córdoba-Málaga high speed line

Galvín, Pedro; Domínguez Abascal, José (Sociedad Española de Acústica, 2007-01-01)
Numerical models to obtain ground vibrations induced by the passage of HST, based on finite element method and boundary ...
Presentation
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Dynamic investigation of the City of Manchester Stadium

Galvín, Pedro; Domínguez Abascal, José (Society for Experimental Mechanics (SEM), 2006-01-01)
The dynamic behaviour of the City of Manchester Stadium is described in this paper. With a remote monitoring system, ...
Presentation
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Dynamic study of the Barqueta cable-stayed Bridge

Galvín, Pedro; Domínguez Abascal, José (Society for Experimental Mechanics (SEM), 2006-01-01)
A theoretical and experimental research work of the Barqueta cable-stayed bridge is described in this paper. The Barqueta ...
Presentation
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Modal Identification of a Pedestrian Bridge by Output-Only Analysis

Galvín, Pedro; Domínguez Abascal, José (Katholieke Universiteit Leuven, Department of Mechanical Engineering, 2006-01-01)
Modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of mechanical ...
Presentation
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Modal identification of a pedestrian bridge by output-only analysis

Galvín, Pedro; Domínguez Abascal, José (Society for Experimental Mechanics (SEM), 2005-01-01)
The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of a mechanical ...
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Identificación Dinámica de una Pasarela a partir de la Respuesta originada por Cargas de Servicio

Galvín, Pedro; Domínguez Abascal, José (Asociación Española de Ingeniería Mecánica, 2004-01-01)
Los parámetros modales caracterizan dinámicamente a un sistema mecánico. El análisis modal es el método clásico con el que ...
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Identificación Dinámica de Elementos de Hormigón Armado Fisurados Reforzados Externamente con Fibras de Carbono

Galvín, Pedro; Domínguez Abascal, José (Asociación Española de Ingeniería Mecánica, 2004-01-01)
Las estructuras de hormigón armado pueden sufrir daños a lo largo de su vida causados, por ejemplo, por cargas subestimadas ...
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Influencia de los anclajes en vigas de hormigón armado reforzadas con laminado de fibras de carbono

Solís Muñiz, Mario; Galvín, Pedro; Medina, Fernando (Asociación española de ingeniería mecánica, 2004-01-01)
La resistencia a flexión de vigas de hormigón armado puede ser incrementada adhiriendo externamente láminas de fibras de ...