Listar por autoría "3e6281b7-3ed3-4b06-bfe3-0933ceb60097"
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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 ... -
Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers
Martínez-Rodrigo, María D.; Lavado, J.; Museros, P. Elsevier (2010)This paper deals with the application of Passive Control techniques to mitigate the excessive vibrations that short simply supported railway bridges may undergo under the circulation of High-Speed trains. A possible solution ... -
Evaluation of Transverse Impact Factors in Twin-Box Girder Bridges for High-Speed Railways
Moliner, Emma; Lavado, J.; Museros, P. American Society of Civil Engineers (2016-05)This paper discusses the dynamic behavior of twin-box girder bridges under high-speed railway traffic. On the basis of several representative examples derived from recently built high-speed bridges, this contribution ... -
Mejora del comportamiento dinámico de puentes de ferrocarril mediante reaccionamiento con amortiguadores fluido-viscosos
Martínez-Rodrigo, María D.; Lavado, J.; Museros, P. Fundación de los Ferrocarriles Españoles · (2012)This research work is devoted to the problem of excessive vertical vibrations that short to medium-span railway bridges may experiment due to resonance phenomena. A new alternative based on externally increasing the ... -
Transverse vibrations in existing railway bridges under resonant conditions: Single-track versus double-track configurations
Martínez-Rodrigo, María D.; Lavado, J.; Museros, P. Elsevier (2010)In this paper, the dynamic performance of a certain kind of existing bridge under the action of high-speed railway traffic is addressed. Short-to-medium-span simply supported structures are susceptible to experiencing ... -
Transverse vibrations in existing railway bridges under resonant conditions: Single-track versus double-track configurations
Martínez-Rodrigo, María D.; Lavado, J.; Museros, P. Elsevier (2010)In this paper, the dynamic performance of a certain kind of existing bridge under the action of high-speed railway traffic is addressed. Short-to-medium-span simply supported structures are susceptible to experiencing ...