Listar por autoría "c00874ff-4d15-43be-8863-38995ff25388"
Mostrando ítems 1-7 de 7
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An equivalent additional damping approach to assess vehicle-bridge interaction for train-induced vibration of short-span railway bridges.
Yau, J. D.; Martínez-Rodrigo, María D.; Doménech Monforte, Alejandro Elsevier (2019-06-01)Constant moving load models are widely adopted in the dynamic analysis of railway bridges under moving trains. However, the use of this simple model may overestimate the resonant response of simply supported bridges if the ... -
Analysis of the Effect of Soil-Structure Interaction on the Response of Railway Bridges using Boundary Element - Finite Element Methods
Doménech Monforte, Alejandro; Martínez-Rodrigo, María D.; Galvín, Pedro; Romero Ordóñez, Antonio Civil-Comp Press (2016)The dynamic behaviour of short simply-supported railway bridges under convoy circulations and, especially, the effect of soil structure interaction (SSI) in the maximum expectable deck transverse response is the aim of ... -
Dynamic performance of existing high-speed railway bridges under resonant conditions following a retrofit with fluid viscous dampers supported on clamped auxiliary beams
Lavado, J.; Doménech Monforte, Alejandro; Martínez-Rodrigo, María D. Elsevier (2014-02)This contribution investigates the application of Passive Control techniques to reduce the severe transverse vibrations that railway bridges of moderate lengths may experience under resonant conditions. The proposed solution ... -
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 D.; Galvín, Pedro; Doménech Monforte, Alejandro; 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 structures may experience high levels of vertical acceleration at the platform, leading to adverse ... -
Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic
Doménech Monforte, Alejandro; Museros, P.; Martínez-Rodrigo, María D. Elsevier (2014-08)This investigation intends to contribute to the problem of train-bridge interaction in high-speed railway lines. For design purposes, most often a numerical model based on constant moving loads is used to reproduce the ... -
On the basic phenomenon of soil-structure interaction on the free vibration response of beams : Application to railway brigdes
Doménech Monforte, Alejandro; Martínez-Rodrigo, María D.; Romero Ordóñez, Antonio; Galvín, Pedro Elsevier (2016-10)The dynamic transverse response of beam type bridges under railway traffic is addressed in this contribution. In particular, how soil-structure interaction may affect the critical or resonant velocities and the associated ... -
Soil–structure interaction effects on the resonant response of railway bridges under high-speed traffic
Doménech Monforte, Alejandro; Martínez-Rodrigo, María D.; Romero Ordóñez, Antonio; Galvín, Pedro Taylor & Francis (2015-08)In the present contribution, the dynamic behaviour of beams traversed by moving loads including soil–structure interaction (SSI) is investigated. The main application of the study is to analyse the effects of SSI on the ...