Journal Papers :

1. Aguado JV, Albero V, Espinos A, Hospitaler A, Romero ML*. A 3D finite element model for predicting the fire behavior of hollow-core slabs. Engineering structures 2016;108:12-27.
2. Ibañez C, Aguado JV, Romero ML*, Espinos A, Hospitaler A. Fire design method for concrete filled tubular columns based on equivalent concrete core cross-section. Fire safety journal 2015;78:10-23.
3. Romero ML*, Espinos A, Portolés JM, Hospitaler A, Ibañez C. Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire. Engineering structures 2015;99:536-545.
4. Espinos A*, Romero ML, Serra E, Hospitaler A. Experimental investigation on the fire behaviour of rectangular and elliptical slender concrete-filled tubular columns. Thin-walled structures 2015;93:137-148.
5. Pascual AM, Romero ML*, Tizani W. Fire performance of blind-bolted connections to concrete filled tubular columns in tension. Engineering structures 2015;96:111-125.
6. Espinos A*, Romero ML, Serra E, Hospitaler A. Circular and square slender concrete-filled tubular columns under large eccentricities and fire. Journal of constructional steel research 2015;110:90-100.
7. Espinos A, Romero ML*, Hospitaler A, Pascual AM, Albero V. Advanced materials for concrete-filled tubular columns and connections. Structures 2015;4:105-113.
8. Pascual AM, Romero ML*, Tizani W. Thermal behaviour of blind-bolted connections to hollow and concrete-filled steel tubular columns. Journal of constructional steel research 2015;107:137-149.
9. Romero ML*, Cajot LG, Conan Y, Braun M, Fire design methods for slim‐floor structures, Steel Construction 2015; 8 (2): 102-109.
10. Espinos A, Romero ML*, Portoles J M, Hospitaler A. Ambient and fire behavior of eccentrically loaded elliptical slender concrete-filled tubular columns. Journal of constructional steel research 2014; 100:97-107.
11. Espinos A, Romero ML, Hospitaler A. Fire design method for bar-reinforced circular and elliptical concrete filled tubular columns. Engineering structures 2013;56:384-395.
12. Ibañez C, Romero ML*, Hospitaler ML, Fiber beam model for fire response simulation of axially loaded concrete-filled tubular columns, Engineering Structures 2013; 56:182¿193.
13. Portolés JM, Serra E, Romero ML*. Influence of ultra-high strength infill in slender concrete-filled steel tubular columns. Journal of constructional steel research 2013;86:107-114.
14. Moliner V, Espinos A, Romero ML*, Hospitaler A. Fire behavior of eccentrically loaded slender high strength concrete-filled tubular columns. Journal of constructional steel research 2013;83:137-146.
15. Hernández-Figueirido, D., Romero, M.L.*, Bonet, J., and Montalvá, J. Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment. Journal of Structural Engineering-ASCE 2012; 138(12): 1436¿1445.
16. Aguado, J.V., Espinos, A., Hospitaler, A., Ortega, J., Romero, M.L.*, Influence of reinforcement arrangement in flexural fire behavior of hollow core slabs, Fire Safety Journal 2012; 53:72-84.
17. Adam, J.M., Pallarés, F.J., Bru, R., Romero, M.L., Topping, B.H.V., Special issue: Civil-comp, Computers and Structures 2012; 108-109:1-2.
18. Espinos, A., Romero, M.L.*, Hospitaler, A., Simple calculation model for evaluating the fire resistance of unreinforced concrete filled tubular columns, Engineering Structures 2012; 42:231-244.
19. Adam, J.M., Pallarés, F.J., Bru, R., Romero, M.L., Topping, B.H.V., Editorial , Advances in Engineering Software 2012; 50 (1) : 1-2.
20. Barrera, A.C., Bonet, J.L., Romero, M.L.*, Fernández, M.A., Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load, Engineering Structures 2012; 40: 398-412.
21. Hernández-Figueirido, D., Romero, M.L.*, Bonet, J.L., Montalvá, J.M., Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities, Journal of Constructional Steel Research 2012; 68 (1):107-117.
22. Barrera, A.C., Bonet, J.L., Romero, M.L. *, Miguel, P.F., Experimental tests of slender reinforced concrete columns under combined axial load and lateral force, Engineering Structures 2011: 33 (12) , pp. 3676-3689.
23. Romero, M.L.*, Moliner, V., Espinos, A., Ibañez, C., Hospitaler, A., Fire behavior of axially loaded slender high strength concrete-filled tubular columns, Journal of Constructional Steel Research 2011; 67 (12): 1953-1965.
24. Espinós A, Ibáñez C, Romero M, Hospitaler A. Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4. Journal of structural fire engineering 2011;2(2):67-79.
25. Portolés Jl, Romero ML*, Filippou FC and Bonet JL, Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns, Engineering Structures 2011: 33 (5) , pp. 1576-1593.
26. Cortes-Moreno E, Bonet JL, Romero ML*, Miguel PF. Slenderness limit of the weak axis in the design of rectangular reinforced concrete non-sway columns. Engineering Structures 2011: 33 (4) , pp. 1157-1165.
27. Portolés Jl, Romero ML*, Bonet JL and Filippou FC, Experimental study of high strength concrete-filled circular tubular columns under eccentric loading, Journal of Constructional Steel Research 2010; 67 (4) : 623-633.
28. Bonet JL, Romero ML*, Miguel PF. Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending, Engineering Structures 2011; 33 (3): 881-893.
29. Espinós A, Gardner L, Romero ML*, Hospitaler A, Fire behaviour of concrete filled elliptical steel columns, Thin-walled Structures 2011; 49: 239-245.
30. Espinos A, Romero ML*, Hospitaler A, Advanced model for predicting the fire response of concrete filled tubular columns, Journal of Constructional Steel Research 2010; 66 (8-9): 1030-1046.
31. Bendito A, Romero ML*, Bonet JL, et al., Inelastic Effective Length Factor of Nonsway Reinforced Concrete Columns, Journal of structural engineering-ASCE 2009; 135(9): 1034-1039.
32. Bonet J, Romero ML*, Fernandez M, Miguel P. 2007. Design method for slender columns subjected to biaxial bending based on second-order eccentricity. Magazine of Concrete Research 2007; 59(1):3-19.
33. Bonet J, Barros M, Romero M.L*, Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending. Computers & structures 2006; 31-32:2184-2193.
34. Romero ML. A numerical and experimental study of concrete filled tubular (CFT) columns with high strength concrete. Welding in the World 2006; 50:455-462.
35. Bonet J, Fernandez M, Romero ML*, Miguel P. Capacity of RC rectangular sections subjected to biaxial bending: simplification to an increased uniaxial bending moment. Magazine of Concrete Research 2005; 57(8):469-483.
36. Bonet J, Miguel P, Fernandez M, Romero ML*.Biaxial bending moment magnifier method. Engineering structures 2004; 26(13):2007-2019.
37. Bonet J, Miguel P, Fernandez M, Romero M.L.* Analytical approach to failure surfaces in reinforced concrete sections subjected to axial loads and biaxial bending. Journal of structural engineering 2004; 130(12):2006-2015.
38. Bonet J, Romero ML*, Miguel P, Fernandez M.A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending. Computers & structures 2004; 82(2-3):213-225.
39. J. L. Bonet, M. L. Romero *, P. F. Miguel and M. A. Fernandez, A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending, Computers and Structures 2004; 82(2-3): 213-225.
40. M. Martinez-Rodrigo* and M. L. Romero, An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications, Engineering Structures 2003; 25(7); 913-925.
41. P.Museros*, M. L.Romero, A. Poy Gil, E. Alarcón, Advances in the analysis of short span railway bridges for high speed lines, Computers and Structures 2002; 80(27-30): 2121-2132.
42. M. L. Romero*, Pedro F. Miguel, J.J. Cano. A parallel procedure for nonlinear analysis of reinforced concrete three dimensional frames. Computers and Structures 2002; 80: 1337-1350.

(*) Corresponding author.

Peer-reviewed Journal Papers (Non-indexed in ISI Thomson Reuters)

1. Espinos A, Ibañez C, Romero ML, Hospitaler A, "Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4", Journal of Structural Fire Engineering 2011; Multi-Science Publising; vol(2): 67-79.
2. Espinos A, Romero ML, Hospitaler A, "Fire resistance of axially loaded slender concrete filled steel tubular columns. Development of a three-dimensional numerical model and comparison with Eurocode 4", Acta Polytecnica-Journal of Advanced Engineering 2009, vol 49, CTU-Publishing; 39-43.
3. Romero ML, Bonet JL, Portolés JM, Ivorra S, "A numerical and experimental study of concrete filled tubular (CFT) columns with high strength concrete", Welding in the world 2006, IIW; vol 50: 455-462.

Journal Special Issues

1. Adam, J.M., Pallarés, F.J., Bru, R., Romero, M.L., Topping, B.H.V., Editorial, Computers and Structures 2012; 108-109:1-2.
2. Adam, J.M., Pallarés, F.J., Bru, R., Romero, M.L., Topping, B.H.V., Editorial , Advances in Engineering Software 2012; 50 (1) : 1-2.

Conference Papers

1. Romero ML, Espinós A, Portolés JM, Hospitaler A, Ibáñez C, "Circular double-tube concrete-filled tubular columns with ultra-high strength concrete", 15th International Symposium on Tubular Structures, (submitted), May 2015.
2. Espinós A, Romero ML, Serra E, Hospitaler A, "Fire performance of innovative slender concrete filled steel tubular columns", 15th International Symposium on Tubular Structures, (submitted), May 2015.
3. Romero ML, Espinós A, Portolés JM, Hospitaler A, Ibáñez C, "Double-tube concrete-filled steel tubular columns. Experimental study under room temperature and fire", 7th European Conference on Steel and Composite Structures (Eurosteel 2014), ECCS, Napoli, Italy, pp: 571-572, 2014.
4. Espinós A, Romero ML, Serra E, Albero V, "Experimental investigation on the fire resistance of slender concrete filled tubular columns of different cross-section shape", 7th European Conference on Steel and Composite Structures (Eurosteel 2014), ECCS, Napoli, Italy, pp: 781-782, 2014.
5. Pascual-PastorA, Romero ML, Ibáñez C, "Numerical analysis of the fire behaviour of blind bolts. Response in a CFT connection subjected to tension.", 7th European Conference on Steel and Composite Structures (Eurosteel 2014), ECCS, Napoli, Italy, pp: 369-370, 2014.
6. Ibáñez C, Romero ML, Hospitaler A., "Validation of fibre beam model for axially loaded concrete filled tubular columns", 7th European Conference on Steel and Composite Structures (Eurosteel 2014), ECCS , Napoli, Italy, pp: 797-798, 2014.
7. Romero ML, Espinós A, Portolés JM, Hospitaler A.; Ibáñez C, "Concrete filled circular double-tube steel columns subjected to fire", 8th International Conference of Structures in Fire (SIF 2014), Tongji University Press, Shanghai, China, pp: 769-776, 2014.
8. Espinós A, Romero ML, Serra E., Hospitaler A., "Fire resistance of circular and square slender concrete filled tubular columns subjected to large eccentricities", 8th International Conference of Structures in Fire (SIF 2014), Tongji University Press, Shanghai, China, pp:753-760, 2014.
9. Hernández-Figueirido D., Romero ML, Bonet JL, Hospitaler A., "An experimental study of high-strength CFST columns subjected to axial load and non-constant bending moments", 14th International Symposium on Tubular Structures 2012, CRC Press/Balkema, Londres, pp:51-58, 2012.
10. Espinós A, Romero ML, Hospitaler A, Ibáñez C,; Pascual-Pastor A, Moliner V, "An experimental study of the fire behaviour of slender concrete filled circular hollow section columns", 14th International Symposium on Tubular Structures 2012, CRC Press/Balkema, Londres, pp:583-590, 2012.
11. Aguado JV; Espinós A, Hospitaler A., Ortega J, Romero, ML, "Fire resistance of hollow core slabs. Influence of reinforcement arrangement", 7th International Conference of Structures in Fire (SIF 2012), Zurich, Suiza, pp: 699-708, 2012.
12. Espinós A, Romero ML, Hospitaler A, Ibáñez C,; Pascual-Pastor A, Moliner V, "Slender concrete filled tubular columns subjected to fire. Experimental studies and fire design", 7th International Conference of Structures in Fire (SIF 2012), Zurich, Suiza, pp:237-246, 2012.
13. Espinós A, Gardner L; Romero ML, Hospitaler A., "Numerical analysis of the fire behaviour of CFT columns. Comparison between circular and elliptical shapes", 6th European Conference on Steel and Composite Structures (Eurosteel 2011), ECCS(European Conventionfor Constructional Steework), Budapest, Hungary, pp:1551-1556, 2011.
14. Hernández-Figueirido D, Romero ML, Bonet JL, Portolés JL, "Rectangular high-strength CFT columns. Behaviour under axial load and variable bending moment", 6th European Conference on Steel and Composite Structures (Eurosteel 2011), ECCS(European Conventionfor Constructional Steework), Budapest, Hungary, pp:2433-2438, 2011.
15. Romero ML, Moliner V, Ibáñez C,Espinós A, Hospitaler A, Pascual Pastor, Ana María, "Tests of the fire resistance of slender CFT columns. Influence of the strength of concrete and type of infilling", 6th European Conference on Steel and Composite Structures (Eurosteel 2011), ECCS(European Conventionfor Constructional Steework), Budapest, Hungary, pp:1557-1562, 31/08/2011.
16. Espinós A, Romero ML, Hospitaler A., Gardner L, "Finite element analysis of the fire behaviour of concrete filled elliptical hollow section columns", Congreso de Métodos Numéricos en Ingeniería 2011, APMTAC/SEMNI, Coimbra (Portugal), pp: 338-338, 2011.
17. Portolés JM, Romero ML, Filippou FC; Bonet JL, Hernández Figueirido D, "Modelo numérico de soportes rectnagulares de acero rellenos de hormigón bajo carga axial y momento variable", Congreso de Métodos Numéricos en Ingeniería 2011, APMTAC/SEMNI, Coimbra (Portugal), pp:181-182, 2011.
18. Espinós A, Romero ML, Vicente; Hospitaler A., Ibáñez C,; Pascual-Pastor A, "Resistencia al fuego de pilares tubulares de acero rellenos de hormigón esbeltos bajo carga axial", Workshop I Fire Engineering Conference 2011, Universitat Politecnica de Valencia, Valencia, España, pp:1-5, 2011.
19. Aguado JV, Hospitaler A, Espinós A, Romero ML, Ortega J, Pont L, "Simulación del comportamiento de las losas alveolares pretensadas sometidas a la acción del fuego", Workshop I Fire Engineering Conference 2011, Universitat Politecnica de Valencia, Valencia, España, pp:1-4, 2011.
20. A. Espinos, M.L. Romero, A. Hospitaler, C. Ibañez, "A numerical study of the fire behaviour of high strength concrete filled tubular columns", 13th International Symposium on Tubular Structures 2010, CRC Press (Taylor and Francis Group), Hong-Kong, China, pp:707-714, 2010.
21. D Hernández-Figueirido, J.M.Portolés, M.L.Romero, J.L.Bonet, "An experimental study of rectangular concrete filled tubular (CFT) columns with high strength concrete", 13th International Symposium on Tubular Structures 2010, CRC Press (Taylor and Francis Group), Hong-Kong, China, pp:663-668, 2010.
22. A.Barrera, J.L.Bonet, M.L.Romero, M.A.Fernández, "Numerical Modelling of Normal and High Strength Concrete Slender Columns", The tenth International Conference on Computational Structures Technology, Civil Comp Ltd, Valencia, Spain, pp:1-9, 14/09/2010.
23. A. Espinos, M.L. Romero, C. Ibañez, A. Hospitaler, "Prediction of the fire resistance of slender concrete filled tubular columns using a three-dimensional numerical model", The tenth International Conference on Computational Structures Technology, Civil Comp Ltd, Valencia, Spain, pp:1-9, 2010.
24. A.Espinos, A.Hospitaler, M.L.Romero, "Three-Dimensional model of axially Loaded Slender Concrete filled steel Tubular columns under fire", 9th International Conference on Steel Concrete Composite and Hybrid Structures (ASCCS 2009), Research Publishing, Leeds, Reino Unido, pp:462-467, 2009.
25. J.M.Portoles, M.L.Romero, F.C.Filippou, J.L.Bonet, D.Hernandez-Figueirido, "Modelo numérico unidimensional de perfiles tubulares de acero rellenos de hormigón", IX Congreso de Métodos Numéricos en Ingeniería, SEMNI, Barcelona, España, pp:1-9, 2009.
26. A.Espinos, A.Hospitaler, M.L.Romero, "Resistencia al fuego de pilares tubulares de acero rellenos de hormigón esbeltos bajo carga axial", IX Congreso de Métodos Numéricos en Ingeniería, SEMNI, Barcelona, España, pp:1-9, 2009.
27. A.Espinos, A.Hospitaler, M.Romero, "Fire resistance of axially loaded concrete filled tubular columns", 1st International Conference Applications of Structural Fire Engineering, Czech Technical University in Prague, Praga, Republica Checa, pp:184-189, 2009.
28. J.M.Portoles, D Hernandez-Figueirido, M.L.Romero, J.L.Bonet, F.C.Filippou, "Behaviour of slender high strength concrete filled tubular columns", 12th International Symposium on Tubular Structures 2008, Taylor & Francis Group (CRC Press), Shanghai, China, pp:103-109, 2008.
29. J.M.Portoles, M.L.Romero, J.L.Bonet, A.Hospitaler, "High Strength Concrete Filled Tubular Columns. Behaviour of slender columns under eccentric loading", 5th European Conference on Steel and Composite Structures (Eurosteel 2008), ECCS (European Convention for Constructional Steelwork), Graz, Austria, pp:297-301, 2008.
30. A.Bendito, M.L.Romero, J.L.Bonet, P.F.Miguel, M.A.Fernandez, "Estudio Numérico de la Longitud de Pandeo Inelástica de Columnas de Concreto Armado Intraslacionales", XXXIII Jornadas Sudamericanas de Ingeniería Estructural, Asociación Sudamericana de Ingeniería Estructural, ASAEE, Santiago de Chile, Chile, pp:5-18, 2008.
31. A.Bendito, M.L.Romero, J.L.Bonet, P.F.Miguel, M.A.Fernandez, "Numerical Analysis of the Inelastic Buckling Length of Non Sway Reinforced Concrete Columns", 11th International Conference on Civil, Structural and Environmental Engineering Computing (Civil-Comp 2007), Civil-Comp Press, St. Julians, Malta, pp:1-9, 2007.
32. J.M.Portoles, M.L.Romero, J.L.Bonet, D.Hernandez-Figueirido, "An experimental and nuymerical study of high strength concrete filled tubular columns", Third International Conference on Steel and Composite Structures (ICSCS07), Taylor and Francis, Manchester, Reino Unido, pp:263-269, 2007.
33. A.Bendito, M.L.Romero, J.L.Bonet, P.F.Miguel, M.A.Fernandez, "Estudio Numérico de la Longitud de Pandeo Inelástica de Sopportes Instraslacionales de Hormigón Armado", VIII Congreso de Métodos Numéricos en la Ingeniería, APMTAC, Oporto, Portugal, pp:1-9, 2007.
34. Salvador Ivorra, Francisco J. Pallarés, Manuel L. Romero, "Numerical and Experimental Study of the Dynamic Behaviour of San Nicolás Belltower (Valencia, Spain)", 5th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-5), Macmillan India Ltd., New Delhi, India, pp:609-616, 06/11/2006.
35. C.Lacuesta, M.L.Romero, S.Ivorra, J.M.Portoles, "A Thre-dimensional numerical model of circular concrete filled columns", 8th International Conference on Computational Structures Technology, Civil Comp Ltd, Canarias, España, pp:47-48, 2006.
36. S. Ivorra, F.J.Pallares, M.L.Romero, "On the dynamic behaviour of a singular geometry concrete belfry", 8th International Conference on Computational Structures Technology, Civil Comp Ltd, Canarias, España, pp:553-554, 2006.
37. M.L.Romero, J.L.Bonet, J.M.Portoles, S. Ivorra, "A numerical and experimental study of Concrete Tubular (CFT) columns with high strength concrete", 11th International Symposium on Tubular Structures 2006, Taylor & Francis, Quebec, Canadá, pp:503-514, 2006.
38. A.C.Barrera, J.L.Bonet, M.L.Romero, M.A.Fernandez, P.F. Miguel, "Analysis of Ductility in Normal Strength (NSC) and High Strength Concrete columns (HSC)", 2nd International FIB Congress, CEB-FIP, Napoles, Italia, pp:35-36, 2006.
39. Ángela Barrera Puerto, José Luis Bonet Senach, Manuel Romero García, Miguel Fernández Prada, Pedro Miguel Sosa, "Estudio preliminar de los parámetros que influyen en la capacidad de rotación plástica en soportes de hormigón", III Congreso de Puentes y Estructuras de Edificación de la Asociación Científico-Técnica del Hormigón Estructural (ACHE), ACHE, Zaragoza, España, pp:1271-1283, 2005.
40. M.L. Romero, J.L. Bonet, S. Ivorra, A. Hospitaler, "A Numerical Study of Concrete Filled Tubular Columns with High Strength Concrete", 10th International Conference on Civil, Structural and Environmental Engineering Computing (Civil-Comp 2005), Civil-Comp Press, Roma, Italia, pp:1-9, 2005.
41. M.L. Romero, A. Bendito, J.L. Bonet, M.A. Fernández, P.F. Miguel, "A Numerical Study of the Second Order Effects in Slender Concrete Columns", 10th International Conference on Civil, Structural and Environmental Engineering Computing (Civil-Comp 2005), Civil-Comp Press, Roma, Italia, pp:1-9, 2005.
42. A.C. Barrera, J.L. Bonet, M.L. Romero, M.A. Fernandez, P.F. Miguel, "Study of the Behaviour of Plastic Hinge Regions in RC Elements Subjected to Axial Loads and Bending Moment", International Conference on Concrete for Structures (2005), Universidad de Coimbra, Coimbra, Portugal, pp:1-9, 2005.
43. Ángela Barrera, José L. Bonet, Miguel Á. Fernández, Pedro F. Miguel, América Bendito, Manuel L. Romero, "Estudio teórico-experimental de los efectos de 2º orden en soportes de hormigón convencional, considerando la influencia de las regiones "D" en los extremos", I Jornadas de Investigación en Construcción, AMIET, Madrid, España, pp:347-359, 2005.
44. A. Bendito, M.L. Romero, J.L. Bonet, P.F. Miguel, M.A. Fernández, "Estudio Numérico de los efectos de 2º orden en soportes de hormigón, considerando la influencia de las regiones "D" en los extremos", VII Congreso de Métodos Numéricos en la Ingeniería, SEMNI, Granada, España, pp:1-9, 2005.
45. M.L. Romero, J.L. Bonet, S. Ivorra, A. Hospitaler, "Estudio Numérico de Perfiles Tubulares de Acero Rellenos de Hormigón de Alta Resistencia", VII Congreso de Métodos Numéricos en la Ingeniería, SEMNI, Granada, España, pp:1-9, 01/06/2005.
46. A.C. Barrera, J.L.Bonet, M.L. Romero, M.A. Fernandez, P.F. Miguel, "Plastic Rotation Capacity of Normal Strength Concrete Columns", 5th International conference on analytical models and new concepts in concrete and masonry structures (AMCM 2005), Faculty of Civil Engineering, Silesian University of Technology, Gliwice, Gliwice, Polonia, pp:1-9, 2005.
47. MHF Barros, JL Bonet, ML Romero, "Análise de secçoes de betao armado em flexao composta desviada", Encontro Nacional Betao Estructural (2004), Comissao Organizadora BE2004, Oporto, Portugal, pp:1-9, 2004.
48. M.D. Martinez-Rodrigo, P. Museros, M.L. Romero, "Supplemental viscous damping determination in high-speed railway bridges for vertical acceleration reduction.", 5th International PhD Symposium in Civil Engineering, AA Balkema Pub., Delft, Holanda, pp:1-9, 2004.
49. M.D. Martinez Rodrigo, P.Museros, M.L.Romero, "Modal Contributions to the Dynamic Response of Simply Supported Bridges for High Speed Vehicles", 9th International Conference on Civil and Structural Engineering Computing (civil-Comp 2003), Civil-Com Press, Egmond-aan-Zee, Holanda, pp:1-2, 2003.
50. Navarro J, Miguel P, Fernandez MA, Romero ML, Martí JR, "Modelo de bielas y tirantes para vigas de gran canto continuas de dos vanos", II Congreso de Puentes y Estructuras de Edificación de la Asociación Científico-Técnica del Hormigón Estructural (ACHE), ACHE, Madrid, España, pp:867-877, 2002.
51. M.D. Martinez-Rodrigo, ML. Romero, "A Comparative investigation in linear and non-linear fluid viscous dampers for seismic applications", 6th International Conference on Computational Structures Technology, Civil-Comp Press, Prague, Czech Republic, pp:1-9, 2002.
52. J. L. Bonet, P. Miguel, ML Romero, M.A. Fernández, "A modified algorithm for RC cross section integration", 6th International Conference on Computational Structures Technology, Civil-Comp Press, Prague, Czech Republic, pp:1-9, 2002.
53. J.L. Bonet, M.A. Fernández, P. Miguel, ML. Romero, "Integración de tensiones en secciones de horigón armado sometidas a flexión esviada", V Congreso de Métodos Numéricos en la Ingeniería, SEMNI, Madrid, España, pp:1-9, 2002.
54. M.L.Romero, J.I.Aliaga, J.L.Bonet, M.A.Fernandez, P.F.Miguel, "An Explicit Parallel Procedure for Nonlinear Structural Mechanics with Distributed Computing", 8th International Conference on Civil and Structural Engineering Computing (Civil-Comp 2001), Civil-Comp press, Eisenstadt, Austria, pp:223-224, 2001.
55. J.L. Bonet, P.F. Miguel, M.A. Fernandez, M.L.Romero, "Efficient Procedure For Stress Integration In Concrete Sections Using A Gauss-Legendre Cuadrature", 8th International Conference on Civil and Structural Engineering Computing (Civil-Comp 2001), Civil-Comp press, Eisenstadt, Austria, pp:135-136, 2001.
56. M.L.Romero, P.Museros, "Learning structural analysis whith K' nex and SAP2000", 8th International Conference on Computing in Civil and Building Engineering (ICCCBE 2000), ASCE, Standford, USA, pp: 1141-1147, 2000.
57. M.L.Romero, J.I.Aliaga, P.Museros, "New Advances in Parallel Computing for Structural Engineering Applied to Small and Medium Size Enterprises", 8th International Conference on Computing in Civil and Building Engineering (ICCCBE 2000), ASCE, Standford, USA, pp:1418-1425, 2000.
58. M. Romero, H. Saura, P. Miguel Sosa, M.A. Fernandez, "Utilización del elemeno finito "Shell" frente a emparillado reticular para análisis de estructurasde edificación", XIII Congreso Nacional de Ingeniería Mecánica, ETSII- U.P.Cataluña, Tarrasa, España, pp:554-554, 1998.
59. M. Romero, H. Saura, J.J. Cano, M.A. Fernandez, "Análisis de Forjados de Edificación mediante Elementos Finitos", IV Congreso Internacional de Ingenieria de Proyectos, Dep. Ing. Rural de la Universidad de Córdoba, Cordoba, España, 1998.
60. M. Romero, J. Cano, A. Hospitaler, "Non linear Analysis of reinforced concrete Structures for building", IV World Congress on Computational Mechanics (WCCM 98), Centro Internacional de Métodos Numéricos en Ingeniería, Buenos Aires, Argentina, pp:363-363, 1998.
61. Romero ML, Cano J, Hospitaler A, "Análisis de estructuras de hormigón mediante computaciones de altas prestaciones", XIII Congreso Nacional de Ingeniería de Proyectos, AEIPRO, Sevilla, España, pp: 129-135, 1997 (in Spanish).

Book Chapters/Special Publications

1. Espinós A, Romero ML, Hospitaler A, "Numerical investigation on the fire behaviour of concrete filled elliptical hollow section columns", Festschrift Peter Schaumann, Leibniz Universität Hannover, chapter 23, pp: 177- 184, 2014.
2. Espinós A, Romero ML, Hospitaler A, "Finite element analysis of the fire behaviour of concrete filled circular hollow section columns", Finite element modelling of innovative concrete-filled tubular columns under room and elevated temperatures, Editorial Universitat Politècnica de València, chapter 1, pp: 3- 12, 2013.
3. M.L. Romero, J.L. Bonet, S. Ivorra, "A review of Nonlinear Analysis Models for Concrete Filled Tubular Columns", Innovation in Civil and Structural Engineering Computing, Saxe-Coburg Publications, Stirling, Scotland, chapter 6, pp: 119- 142, 2005.
4. P. Museros, M.L.Romero, A.Poy; E. Alarcón, "Vibrations of short span railway bridges for high speed lines", Computacional Civil and Structural Engineering., Civil-Comp Press, chapter 13, pp: 275- 284, 2000.
5. M.L.Romero, J.I.Aliaga, P.Museros, "Parallel Krylov Methods for the Resolution of Nonlinear Structural Problems", Developments in Engineering Computational Technology, Civil-Comp Press, chapter 10, pp: 303- 312, 2000.
6. M.L.Romero, J.J.Cano, P.F.Miguel, "Development of a geometrical and material nonlinear analysis software for civil engineering structures with cluster of personal computers", Developments in Analysis and Design using Finite element methods, Civil-Comp Press, chapter 7, pp: 71- 75, 1999.
7. M.L.Romero, J.I.Aliaga, "Analysis of Reinforced Concrete Structures using a Cluster of PC's.", Advances in Computational Mechanics with High Performance computing, Civil-Comp Press, chapter 10, pp: 103- 107, 1998.

Text books

1. M.L.Romero et al, "Resistencia de Materiales / Strength of Materials" (in Spanish),Universitat Jaume I publications, 425 pages , 2002.
2. M.D. Martinez-Rodrigo, M.L. Romero et al., "Elasticidad y resistencia de Materiales / Elasticity and Strength of Materials" ( in Spanish), Publications UJI, 2004.

Special Issues book editor

1. Romero ML et al (2013), "Finite element modelling of innovative concrete-filled tubular columns under room and elevated temperatures", Editorial Universitat Politècnica de València, ISBN: 978-84-9048-123-3. With contributions from: L. Gardner, P. Schaumann, JP Rodrigues, C. Renaud,etc
2. Romero ML et al (2010), "Computational Technology Reviews (Vol. 1)", Saxe-Coburg Publications, ISBN: 978-1-874672-49-4. With contributions from: R. de Borst, Jimack, Camotim, Benim, etc.
3. Romero ML et al (2010), "Computational Technology Reviews (Vol. 2)", Saxe-Coburg Publications, ISBN: 978-1-874672-50-0. Chapter authors: Herbert Mang, J. Novak, , C.M. Mota Soares, A.J.M. Ferreira, S. Hernandez, D, Kennedy y Jefferson.
4. Romero ML et al (2010), "Developments and Applications in Computational Structures Technology", Saxe-Coburg Publications, ISBN: 978-1-874672-47-0. With contributions from: J. Ambrósio, H. Askes, M. Augusta Neto, R.C. Barros, G. Bartoli, M. Betti, C. Borri, P.A. Calderón, B. Calvo, E. Carrera, M.B. Cesar, S. De, M. Doblaré, M. Gilbert, G. Giunta, L. Iannucci, C.V. Le, F. Lebon, P.B. Lourenço, M.A. Martínez, G. Milani, G. Muscolino, D.V. Oliveira, E. Peña, M. Petrolo, Rahul, G.I.N. Rozvany and A. Sofi
5. Romero ML et al (2010), "Developments and Applications in Engineering Computational Technology", Saxe-Coburg Publications, ISBN: 978-1-874672-48-7. With contributions from: J. Baiges, F. Bay, D.J. Benson, L. Bergamaschi, Y. Bertrand, D. Cardinaux, D. Carswell, J.M. Cascón, R. Codina, T.N. Croft, M. Cross, R. de Borst, J.M. Escobar, W. Gentzsch, K.M. Giannoutakis, G.A. Gravvanis, T.J.R. Hughes, N.D. Iatridis, M.S. Innocente, Y. Jaluria, F. Ledoux, K.M. Liew, R.I. Mackie, K. Matsuno, D. McBride, R. Montenegro, G. Montero, R. Naar, A.K. Noor, E. Rodríguez, S. Rolland, M.A. Scott, J. Sienz, A.K. Slone, Y.Z. Sun, Y. Tsompanakis, C.V. Verhoosel, J.-C. Weill, and A.J. Williams.