UGR
  |
> >
None
(Ref. TEP-190)
26
mayo
2026
mayo 2026
<- ->
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 31

Producción científica


Buscar por:

Lista

Publicación
L.M. Gil Martin, L. Hernández-Gil, F.E. Molero Melgarejo and E. Hernández Montes,  "The Relationship between Concrete Strength and Classes of Resistance against Corrosion Induced by Carbonation: A Proposal for the Design of Extremely Durable Structures in Accordance with Eurocode 2",  Sustainability, vol.15 (10) , -, 2023
L.M. Gil Martin, L.M. Hernández-Gil, S. Miccoli and E. Hernández Montes,  "ORIGIN OF THE CATENARY, THE TRUE FORM OF THE ARCH: TAQ-I KISRA", "THE 8th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING ¿ SCIENCE AND PRACTICE"", None-None, 2022
L.M. Gil Martin, S. Miccoli and E. Hernández Montes,  "ORIGIN OF THE CATENARY, THE TRUE FORM OF THE ARCH: TAQI KISRA", "THE 8th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING ¿ SCIENCE AND PRACTICE"", None-None, 2022
L. Hernández and L.M. Gil Martin,  "A comparison of the most important properties of structural concrete: European standards versus American standards",  European Journal Of Environmental And Civil Engineering , 1-15, 2022
E. Hernández Montes and L.M. Gil Martin,  "Bayesian assessment of surface recession patterns in brick buildings with critical factors identification",  Boletín de la Sociedad Española de Cerámica y Vidrio , -, 2022
L.M. Gil Martin, M.A. Fernández Ruiz and E. Hernández Montes,  "Effective Moment of Inertia of Reinforced Concrete Piles",  ACI Structural Journal , -, 2022
L.M. Gil Martin, L.M. Hernández -Gil and E. Hernández Montes,  "Fragility Curves for Historical Structures with Degradation Factors Obtained from 3D Photogrammetry",  Heritage , -, 2022
M.A. Fernández Ruiz, E. Hernández Montes and L.M. Gil Martin,  "From octagonal connection graphs belonging to the Z-Octahedron family to new tensegrity structures",  International Journal of Solids and Structures , -, 2022

Última actualización del SICA: 25/03/2026

Desarrollado por: