Moliner Cabedo, Emmanuela(Editorial Universitat Politècnica de València, 2012-07-19)
En la actualidad, una de las variables de mayor relevancia en el proyecto de puentes de ferrocarril de alta velocidad es la aceleración vertical del tablero, cuyo valor máximo se ve limitado por la normativa vigente y ...
[EN] This article addresses the dynamic behaviour of double track simply supported bridges of short to medium span lengths (10 m < L< 25 m) belonging to conventional railway lines. These structures are susceptible to ...
Palma, Roberto; Moliner, E.; Pérez-Aparicio, José L.(Elsevier, 2017)
[EN] The present paper provides a dynamic, non-linear and fully coupled Finite Element (FE) formulation based on the Timoshenko beam theory to study elasto-thermoelectric responses in thermoelectric devices. The two main ...
Moliner Cabedo, Emmanuela; Museros Romero, Pedro; Martínez Rodrigo, María de los Dolores(Elsevier, 2012-07)
This paper presents a study on the energy-absorbing capacities of viscoelastic dampers (VEDs) for reducing the resonant vibrations of simply supported high-speed railway bridges of short to medium span. The proposed solution ...