UGR
  |
> >
None
(Ref. TEP-167)
05
abril
2025
abril 2025
<- ->
L M X J V S D
1 2 3 4 5 6
7 8 9 10 11 12 13
14 15 16 17 18 19 20
21 22 23 24 25 26 27
28 29 30

Producción científica

Buscar por:



Lista de artículos

Publicación
A. Benavent Climent, A. Gallego Molina and J.D.M. Vico Rodríguez,  "AN ACOUSTIC EMISSION ENERGY INDEX FOR DAMAGE EVALUATION OF REINFORCED CONCRETE SLABS UNDER SEISMIC LOADS", "Structural Health Monitoring" , vol.11, 69-81, 2012
R. Palma Guerrero "Finite element analysis and material sensitivity of Peltier thermoelectric cells coolers", "International Journal of Heat and Mass Transfer" , vol.55, 1363-1374, 2012
R. Palma Guerrero "Non-linear finite element formulation applied to thermoelectric materials under hyperbolic heat conduction model", "Computer Methods in Applied Mechanics and Engineering" , vol.213, 93-103, 2012
A. Benavent Climent and D. Escolano Margarit,  "Shaking table tests of structures with hysteretic dampers: experimental results versus prediction using non-linear static methods", "Bulletin of Earthquake Engineering" , vol.10, 1857-1883, 2012
N. Bochud, A.M. Gómez García, A. A Fahim and G. Rus Carlborg,  "Impact damage characterization in composites using signal processing techniques ", "Procedia Engineering" , 169-176, 2011
A. Escobedo Ruiz, F.J. Giménez Fuentes-Guerra and M.T. Abad Robles,  "METODOLOGÍA UTILIZADA EN LA ENSEÑANZA DE LOS CONTENIDOS DEPORTIVOS DURANTE LA E.S.O.", "REVISTA INTERNACIONAL DE MEDICINA Y CIENCIAS DE LA ACTIVIDAD FÍSICA Y DEL DEPORTE" , 35-57, 2011
A. Gallego Molina, A. Benavent Climent and C.J. Infantes Marquez,  "HEALTH MONITORING OF REINFORCED CONCRETE SLABS SUBJECTED TO EARTHQUAKE-TYPE DYNAMIC LOADING VIA MEASUREMENT AND ANALYSIS OF ACOUSTIC EMISSION SIGNALS", "Smart Structures and Systems" , vol.8, 385-398, 2011
A. Benavent Climent "An energy-based method for seismic retrofit of existing frames using hysteretic dampers ", "Soil Dynamics and Earthquake Engineering" , vol.31, 1385-1396, 2011

Última actualización del SICA: 10/01/2024

Desarrollado por: