Publicaciones

Artículos en revistas:

  • Hernández-Montes E. y Gil-Martín L.M. (2020). “Regarding the upper limit of the shear stiffness in battened members in Eurocode 3. (En relación al límite superior de la rigidez a cortante propuesta en el Eurocódigo 3 para piezas compuestas empresilladas)“. Hormigón y Acero. Aceptado.
  • Hernández-Montes E.; Pascual-Vicente R.M.; Sénica da Cruz J.M.; Gil-Martín L.M. (2020). “Tolerancia en el empalme por solape (traslapo) de grupos (paquetes) de barras según el EC2 y la ACI-318″. Hormigón y Acero. Aceptado.
  • Gil-Martín L.M. and Hernández-Montes E. (2020). “Principal Sectorial Coordinates System”. Archive of Applied Mechanics 90(2), pp:305-312.
  • Gil-Martín L.M. and Hernández-Montes E. (2020). ”A compact and simpler formulation of the component method for steel connections”. Journal of Constructional Steel Research (164). Article 105782.
  • Hernández-Montes E.; Chatzidaki A.; Gil-Martín L.M.; Aschheim M., and Vamvatsikos D. (2019). “A seismic design procedure for different performance objectives for post tensioned walls“. Journal of Earthquake Engineering. Aceptado.
  • Gil-Martín L.M. and Hernández-Montes E. (2019). ”Study of the stability of weightless thin-walled straight columns under centrically applied terminal compressive force by using Equivalent Forces”. Engineering Structures (200), pp:1-6. Art. Nº: 109726.
  • Hernández-Montes E. and Gil-Martín L.M. “Closure to “Discussion on ‘Strain compatibility in strength design of RC slabs’ by L.M. Gil-Martín, E. Hernández-Montes [Eng. Struct. 178 (2019) 423-435]”. Engineering Structures (200), pp:1-2. Art. Nº: 109730.
  • Fernández-Ruíz M.A.; Moskaleva A.; Gil-Martín L.M.; Palomares A.; Hernández-Montes E. (2019). “Design and Form-Finding of Compression Structures with Prestressing Tendons”. Engineering Structures (197), pp:1-10. Art. Nº: 109394.
  • Moskaleva A.; Fernández-Ruíz M.A.; Gil-Martín L.M.; Frolovskaia A.; Gerashchenko S.; Hernández-Montes E. (2019). “Form-finding of Bionic Structures Using the Force Density Method and Topological Mapping “. Civil Engineering and Architecture 7(3), pp: 65-74. (http://www.hrpub.org/download/20190530/CEA1-14813157.pdf)
  • Gil-Martín L.M.; Rodríguez-Suesca A.E.; Fernández-Ruiz M.A; Hernández-Montes E. (2019). “Cyclic behavior of RC beam-column joints with epoxy resin and ground tire rubber as partial cement replacement“. Construction and Building Materials (211), pp: 659-674.
  • Fernández-Ruiz M.A; Hernández-Montes E.; Carbonell-Márquez J.F.; Gil-Martín L.M. (2019). “Octahedron family: the double-expanded octahedron tensegrity“. International Journal of Solids and Structures (165), pp: 1-13.
  • Gil-Martín, L.M. And Hernández-Montes, E. (2019). “Strain Compatibility in the Strength Design of RC Slabs“. Engineering Structures (178), pp: 423-435.
  • Gil-Martín, L.M. And Hernández-Montes, E. (2019). “Reinforcement anchored in tension by heads. Review of capacity formulation and applicability limits“. Engineering Structures (184), pp: 186-193.
  • Fernández-Ruiz, M.A.; Gil-Martín, L.M.; Carbonell-Márquez, J.F.; Hernández-Montes, E. (2018). “Epoxy resin and ground tyre rubber replacement for cement in concrete: compressive behaviour and durability properties“. Construction & Building Materials. 173, pp: 49-57.
  • Fernández-Ruiz, M.A. ; Hernández-Montes, E. ; Gil-Martín, L.M. (2018). “Structural performance of RC beams containing tension-only nodes“. International Journal of Concrete Structures and Materials (IJCS). 12, pp: 1-7.
  • Hernández-Montes, E.; Fernández-Ruiz, M.A.; Gil-Martín, L.M.; Merino, L.; Jara, P. (2018). “Full and Folded Forms, a compact review of the formulation of tensegrity structures“. Mathematics and Mechanics of Solids. 23(6), pp: 944-949.
  • Fernández-Ruiz, M.A.; Hernández-Montes, E.; Carbonell-Márquez, J.F.; Gil-Martín, L.M. (2017). ” Patterns of force:length ratios for the design of compression structures with inner ribs”. Engineering Structures. 148, pp: 878-889.
  • Bird, J.C.; Gil-Martín, L.M.; Hernández-Montes, E.; Salm, R.L.; Patel, T.H. (p.a.o.). (2017). “Structural Knowledge in the Homage Tower of the Alhambra Palace“. MOJ Civil Engineering 2(6), pp: 1-3.
  • Hernández-Montes, E.; Fernández-Ruiz, M.A.; Aschheim, M.; Gil-Martín, L.M. (2017). “Structural knowledge within the 6th Century AD arch of Taq-i Kisra“. International Journal of Architectural Heritage, pp: 1-10.
  • Luna-Molina, F.J.; Alonso, C.; Hernández-Montes, E.;López Hombrados, C. (2017). “Galvanized Steel in Concrete: More Durable Structures Maintaining the Bond Length“. Journal of Materials in Civil Engineering. DOI: 10.1061/(ASCE)MT.1943-533.0001903.
  • Hernández-Montes, E.; Aschheim, M. (2017). “An Estimate of the Yield Displacement of Coupled Walls for Seismic Design“. International Journal of Concrete Structures and Materials 11 (2), pp: 275–284.
  • Gil-Martín, L.M.; Fernández-Ruiz, M.A.; Hernández-Montes, E. (2017). “A discussion on the stiffness matrices used in tensegrity structures“. Journal of Applied Engineering Science. Vol. 15, Article 457, pages: 383 – 388. doi:10.5937/jaes15-14766.
  • Hernández-Montes, E.; Fernández-Ruiz, M.A.; Carbonell-Márquez, J.F.; Gil-Martín, L.M. (2017). “Theoretical and experimental in-service long-term deflection response of symmetrically and non-symmetrically reinforced concrete piles“. Archives of Civil and Mechanical Engineering 17 (2), pp: 433-445.
  • Peña-García, A.; Gil-Martín, L.M.; Hernández-Montes E. (2016). “ Use of sunlight in road tunnels: an approach to the improvement of light-pipes’ efficacy through heliostats“. Tunnelling and Underground Space Technology 60, pp: 135-140.
  • Gil-Martín, L.M. and Hernández-Montes, E. (2016).” Safety levels of the traditional strength design of RC slabs under bending and torsion“. Engineering Structures 127, pp: 374-387.
  • Carbonell-Márquez, J.F.; Gil-Martín, L.M.; Fernández-Ruíz, M.A.; Hernández-Montes, E. (2016).” Procedure for the assessment of the residual capacity of corroded B-regions in RC structures“. Construction & Building Materials 121, pp: 519-534.
  • Gil-Martín, L.M.; Carbonell-Márquez, J.F.; Fernández-Ruíz, M.A.; Hernández-Montes, E. (2016). “Theoretical and experimental short-term behavior of non-symmetrical wall pile retaining systems”. Engineering Structures 112, pp: 172-183.
  • Gil-Martín, L.M.; Hernández-Montes, E.; Palomares, A.; Pasadas, M. (2016). “The optimum shape of an arch under non-symmetric loading conditions”. Archive of Applied Mechanics, pp: 1-12. Article in Press.
  • Carbonell-Márquez, J.F.; Gil-Martín, L.M.; Fernández-Ruíz, M.A.; Hernández-Montes, E. (2016). “Topological design of compression structures“. Archive of Applied Mechanics, pp: 1-14. Article in Press.
  • Fernández-Ruiz, M.A. and Gil-Martín, L.M. (2016). “Design of a compression structure with inner ribs using force density method & topological mapping”. Journal of Applied Engineering Science 369, pp: 179-184 .
  • Hernández-Montes, E.; Aschheim, M.; Gil-Martín, L.M. (2015). “Energy components in nonlinear dynamic response of SDOF systems”. Nonlinear Dynamics 82 (1-2), pp: 933-945.
  • Faleschini, F.; Fernández-Ruiz, M.A.; Zanini, M.A.; Brunelli, K.; Pellegrino, C.; Hernández-Montes, E. (2015). “High Peformance concrete with electric arc furnace slag as aggregate: mechanical and durability properties“. Construction and Building Materials. Volume 101, Part1, pp: 113-121.
  • López-Martín, D.; Carbonell-Márquez, J.F.; Gil-Martín, L.M.; Hernández-Montes, E. (2014).”Eccentricity-based optimization procedure for strength design of RC sections under compression and in-plane bending moment”. ASCE Journal of Structural Engineering 140 (1). Paper Nº: 04013029. (http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000794).
  • Gil-Martín, L.M.; Peña-García, J.A.; Jiménez A.; Hernández-Montes, E. (2014).”Study of Light-pipes for the use of sunlight in road tunnels: from a scale model to real tunnels”. Tunnelling and Underground Space Technology 41, pp: 82-87.
  • Hernández-Montes, E.; Carbonell-Márquez J.F.; Gil-Martín, L.M. (2014). “Limits to the Optimum Design of Reinforced Concrete Shells and Slabs”. Engineering Structures 61, pp: 184-194.
  • Palermo, M.; Gil-Martín, L.M.; Hernández-Montes, E.; Aschheim M. (2014). “Refined Compression Field Theory for Plastered Straw Bale Walls”. Construction and Building Materials 58, pp: 101-110.
  • Carbonell-Márquez J.F., Gil-Martín L.M., Fernández-Ruíz M.A., Hernández-Montes E. (2014). ”Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2”. Engineering Structures 76, pp: 62-74.
  • Gil-Martín, L.M. and Hernández-Montes, E. (2014). “Optimizovanje poprečnog preseka u cilju minimiziranja utrošene energije”. Journal of Applied Engineering Science 12, pp: 45-50.
  • Cañete-Güeto M, Fernández-Ruiz MA and Hernández-Montes E. (2014). “Método de Aproximación Catenaria en el cálculo de estructuras antifuniculares”. Informes de la Construcción 66, extra 1, m008.
  • Carbonell-Marquéz JF, Hernández-Montes E, Gil-Martín LM. (2013). “Symmmetry preserving in Topological mapping for Tension Structures“. Engineering Structures 52, pp. 64-68.
  • Hernández-Montes E, Alameda-Hernández P, Gil-Martín LM. (2013). “Strength Design Criterion for asymmetrically reinforced RC circular cross-section in Bending“. Computers and Concrete 11(6), pp. 571-585.
  • Hernández-Montes E, Cesetti A, Gil-Martín LM. (2013). “Discussion of “An efficient tension-stiffening model for nonlinear analysis of reinforced concrete members” by Renata S.B. Stramandinoli, Henriette L. La Rovere”. Engineering Structures 48, pp. 763-764.
  • Carbonell-Márquez JF, Gil-Martín LM, Hernández-Montes E. (2013). “Strengh design optimization of structural steel members according to Eurocode3″. Journal of Constructional Steel Research 80, pp. 213-223.
  • Palermo M, Gil-Martín LM, Trombetti T, Hernández Montes E. (2013). “In-plane shear behaviour of thin low reinforced concrete panels for earthquake reconstruction“. Materials and Structures 46(5), pp. 841-856.
  • Hernández-Montes E., Gil-Martín L.M. y Segura A. (2013). “The necessary limits to temptation: the turnkey project”. Science and Engineering Ethics. 19, pp: 529-533.
  • Gil-Martín LM, González-López MJ, Grindlay-Moreno AL, Segura-Naya A, Aschheim M, Hernández-Montes E. (2012). “Towards the production of future Heritage structures: considering durability in building performace and sustainability“. International Journal of Sustainable Building Environment 1, pp. 269-273.
  • Hernández-Montes E, Gil-Martín LM. (2012). “Analysis of the equal principal angles assumption in the shear design of reinforced concrete members” . Engineering Structures 42, pp. 95-105.
  • Gil-Martín LM, Hernández-Montes E. (2012). “Unified buckling length coefficient for sway and non-sway structures”. 2012. Engineering Structures 40, pp: 436- 444.
  • Gil-Martín LM, Hernández-Montes E, Shin M, Aschheim M (2012) “Developments in Excavation Bracing Systems”. Tunnelling and Underground Space Technology 31, pp: 107-116.
  • Gil-Martín L.M., Carbonell-Márquez J.F., Hernández-Montes E., Aschheim M., Pasadas-Fernández M. (2012). “Dynamic magnification factors of SDOF oscillators under harmonic loading”. Applied Mathematics Letters 25 (1), pp. 38-42.
  • Gil-Martín, L.M., Aschheim, M., Hernández-Montes, E., Pasadas-Fernández, M. (2011). “Recent developments in optimal reinforcement of RC beam and column sections”. Engineering Structures 33 (4), pp. 1170-1180.
  • Gil-Martín, L.M., Peña-García, A., Hernández-Montes, E., Espín-Estrella, A. (2011). “Tension structures: A way towards sustainable lighting in road tunnels”. Tunnelling and Underground Space Technology 26 (1), pp. 223-227.
  • Gil-Martín, L.M., Hernández-Montes, E., Aschheim, M. (2010). “Optimal reinforcement of RC columns for biaxial bending”. Materials and Structures/Materiaux et Constructions 43 (9), pp. 1245-1256.
  • Gil-Martín, L.M, Hernández Montes E., Aschheim M. (2010). “Optimization of Piers for retaining walls”. Structural and Multidisciplinary Optimization 41 (6), pp. 979-987.
  • Gil-Martín, L.M., Šćepanović, B., Hernández-Montes, E., Aschheim, M.A., Lučić, D. (2010). “Eccentrically patch-loaded steel I-girders: The influence of patch load length on the ultimate strength”. Journal of Constructional Steel Research 66 (5), pp. 716-722.
  • Gil-Martín L.M., Hernández-Montes E. y Segura A. (2010). “A new experience: the course of ethics in engineering in the Department of Civil Engineering, University of Granada”. Science and Engineering Ethics 16 (2), pp. 409-413.
  • Gil-Martín, L.M., Hernández-Montes, E., Aschheim, M.A., Pantazopoulou, P. (2009). “Refinements to compression field theory, with application to wall-type structures”. American Concrete Institute, ACI Special Publication (265 SP), pp. 123-142.
  • Lee, H.J., Aschheim M., Hernández Montes E., Gil-Martín, L.M. (2009). ”Optimum RC column reinforcement considering multiple load combinations”. Structural and Multidisciplinary Optimization. 39 (2), pp. 153-170.
  • Šćepanović B., Gil-Martín L.M., Hernández-Montes E., Aschheim M., Lučić D. (2009) “Ultimate Strength of I-girders under eccentric patch loading: Derivation of a new strength reduction coefficient”. Engineering Structures 31 (7), pp. 1403-1413.
  • Jurado-Piña R., Gil-Martín L.M., Hernández-Montes E. (2009). “Topological mesh for shell structures”. Applied Mathematical Modelling. 33 (2), pp. 948-958.
  • Hernández-Montes E., Gil-Martín L.M., Pasadas M. Aschheim M. (2008). “Theorem of Optimal Section Reinforcement”. Structural and Multidisciplinary Optimization 36 (5), pp. 509-521.
  • Gil-Martín, L.M., Aschheim M. Hernández-Montes, E. (2008). “Proportioning of Steel Beam-Column Members Based on RSD Methodology”. Engineering Structures 30 (11), pp. 3003-3013.
  • Aschheim M., Hernández-Montes E., Gil-Martín L.M. (2008). “Optimal Domains for Flexural and Axial Loading”. ACI Structural Journal 105 (6), pp. 720-728.
  • Aschheim M., Hernández-Montes E., Gil-Martín L.M. (2008). “Design of optimally-reinforced RC beam, column and wall sections”. Journal of Structural Engineering 134 (2), pp. 231-239.
  • Aschheim, M., Hernández-Montes, E. y Tjhin, T. (2008). “Closure to “Observations on the Reliability of Alternative Multiple Mode Pushover Analysis Methods”. Journal of Structural Engineering 134 (9), pp. 1585-1586.
  • Gil-Martín L.M., Hernández-Montes E., Aschheim M., Pantazapoulou V. (2008). “Approximate expressions for the simulated response of slender longitudinal reinforcement in monotonic compression”. Magazine of Concrete Research 60 (6), pp. 391-397.
  • Gil-Martín, L.M., Hernández-Montes, E., Aschheim, M., Pantazopoulou, S.J. (2008). “Discussion of “inelastic buckling of reinforcing bars” by Sungjin Bae, Alexa M. Mieses, and Oguzhan Bayrak”. Journal of Structural Engineering 134 (8), pp. 1398-1399.
  • Aschheim M, Hernández-Montes E, Gil-Martín, LM. (2007). “Optimal Domains for Strength Design of Rectangular Sections for Axial Load and Moment according to Eurocode 2” . Engineering Structures 29 (8), pp. 1752-1760.
  • Gil-Martín, L.M., Hernández Montes, E., Aschheim M, Pantazapoulou V. (2006). “Slenderness Effects on the Simulated Response of Longitudinal Reinforcement in Monotonic Compression”. Structural Engineering and Mechanics 23 (4), pp. 369-386.
  • Gil-Martín, LM, Hernández-Montes E, Aschheim M. (2006). “Optimal Design of Planar Frames Based on Stability Criterion using first-order analysis”. Engineering Structures 28 (13), pp. 1780-1786.
  • Hernández-Montes, E., Jurado-Piña, R., Bayo E. (2006).”Topological mapping for tension structures”. Journal of Structural Engineering 132 (6), pp. 970-977.
  • Tjhin, T., Aschheim, M., and Hernández-Montes, E. (2006). “Observations on the Reliability of Alternative Multiple Mode Pushover Analysis Methods”. Journal of Structural Engineering 132 (3), pp. 471-477.
  • Hernández-Montes E., Aschheim M., Gil-Martín L.M. (2005) “The Buried Arch Structural System for Underground Structures”. Structural Engineering and Mechanics 20 (1), pp. 69-83.
  • Tjhin, T., Aschheim, M., Hernández Montes, E.(2005). “Estimates of Peak Roof Displacement Using “Equivalent” SDOF Systems”. Journal of Structural Engineering 131 (3), pp. 517-522.
  • Hernández-Montes E., Gil-Martín L.M. Aschheim M. (2005). “Design of Concrete Members Subjected to Uniaxial Bending and Compression Using Reinforcement Sizing Diagrams”. ACI Structural Journal 102 (1), pp. 150-158.
  • Hernández-Montes E., Kwon O., Aschheim M. (2004). “An energy-based formulation for first and multiple-mode nonlinear static (pushover) analysis”. Journal of Earthquake Engineering, 8 (1), pp. 69-88.
  • Hernández-Montes E., Aschheim M., Gil-Martín L.M (2004). “The impact of optimal longitudinal reinforcement on the curvature ductility capacity of reinforced concrete column sections”. Magazine of Concrete Research 56 (9), pp. 499-512.
  • Hernández-Montes E., Gil-Martín L.M., Aschheim M. (2004). “Optimal design of planar frames based on approximate second-order analysis”. Engineering Optimization 36 (3), pp. 281-290.
  • Hernández-Montes E., Kwon O., Aschheim M. (2004). “An energy-based formulation for first and multiple-mode nonlinear static (pushover) analysis”. Journal of Earthquake Engineering 8 (1), pp. 69-88.
  • Hernández-Montes, E.; Gil-Martín, L.M. (2004). “Límites de la Teoría de Rotura y Prerrotura para Solicitaciones Combinación de Momentos Torsores y Flectores en Piezas de Hormigón”. Hormigón y Acero 231, pp: 97-100.
  • Hernández-Montes E., Aschheim M. (2003). “Estimates of the yield curvature for design of reinforced concrete columns”. Magazine of Concrete Research 55 (4), pp. 373-383.
  • Aschheim M., Hernández-Montes E. (2003). “The representation of P-Δ effects using Yield Point Spectra”. Engineering Structures 25 (11), pp. 1387-1396.
  • Gil Martín L.M., Hernández Montes E., De la Fuente Martín. (2001). “Simplified transverse seismic analysis of buried structures”. Soil Dynamics and Earthquake Engineering 21, No. 8, Diciembre, 735-740.
  • Gil-Martín, L.M.; Hernández-Montes, E.; De la Fuente, P.(2000). “Aproximación Estática de la Respuesta de estructuras Enterradas Sometidas a la Propagación Vertical de las Ondas P y S”. Revista de Obras Públicas Dic, pp: 23-29.
  • Hernández-Montes E., Gil-Martín L.M. (1998). “Influence of dynamic movements due to seismic response on the Buckling problem of steel structures”. Journal of Constructional Steel Research 46 (1-3), pp. 445.
  • Hernández-Montes, E.; Gil-Martín, L.M.; Vacas-Muñoz J.M. (1997). “Los Métodos de Cálculo Aproximado en Segundo Orden del Eurocódigo 3 y de la LRFD (Load and Resistance factor Design)”. Ingeniería Civil 108, pp: 105-109.
  • Hernández-Montes, E.; Gil-Martín, L.M. (1996). “Análisis Comparativo del Cálculo de las Longitudes de Pandeo Según el Eurocódigo 3 y la NBE-EA-95”. Hormigón y Acero 201, pp: 13-26.
  • Hernández-Montes, E.; Gil-Martín, L.M.; Rúa Alvárez, E. (1996). “Contribución del Cálculo en Segundo Orden en la Optimización del Diseño de Estructuras Metálicas”. Ingeniería Civil 101, pp: 90-95.
  • Hernández-Montes, E.; Rúa Alvárez, E.; Gil-Martín, L.M. (1996). “Optimización del Diseño de una Estructura frente a la Inestabilidad mediante Cálculo en Primer Orden”. Revista de Obras Públicas Julio-Agosto, pp: 43-47.
  • Hernández Montes E., Rúa Álvarez E. (1994). “Cálculo en segundo orden en la normativa europea”. Revista de Obras Públicas. Octubre 1994. Páginas 43-48.

Capítulos de libro

  • Gil Martín L.M., Hernández Montes E., Aschheim M., pantazopoulou S. (2012). “A Simpler Compression Field Theory for Structural Concrete”. Annual Review of Structural Concrete (Politécnico de Milán). ISSN 11216069. Vol: 31. Pp: 11-41.
  • Gil-Martín, L.M.; Hernández-Montes, E.; Aschheim, M.; Pantazopoulou S. (2010). “Refinements to Compression Field Theory with Application to Wall-Type Structures”. Special Publication ACI Structural Journal. ISSN: 0889-3241. Nº 265. Pp: 123-142.