ANTONIO MARTÍNEZ CUTILLAS Technical University of Madrid & Carlos Fernández Casado S.L. Madrid – Spain CURRICULUM VITAE NATIONALITY: Spanish BORN: EDUCATION: 1963 M.Sc.C.E., 1987, Technical University of Madrid. Ph.D., 1993, Technical University of Madrid. MEMBERSHIPS: The Association of Spanish Civil Engineers (CICCP) Spanish Group for Structural Concrete (ACHE) Spanish Society for Numerical Methods in Engineering (SEMNI). International Association for Computational Mechanics (IACM). International Association for bridges and Structural Engineering (IABSE) PROFESSIONAL EXPERIENCE YEAR 19871987- FIRM Carlos Fernández Casado S.L. Madrid, Spain Technical University of Madrid POSITIONS AND EXPERIENCE Civil Engineer Assistant Professor RESUME OF EXPERIENCE Mr. Martínez Cutillas is working for Carlos Fernández Casado, S.L. since 1987 on bridge design and analysis. He has performed some research on the dynamic behaviour of bridge abutments. PROJECTS UNDERTAKEN (SUMMARY OF THE MOST IMPORTANT) Mr Martínez Cutillas has a long experience in the design of prestressed concrete bridges and composite steel-concrete bridges. He has been involved in more than 40 projects most of them which have been built. The summary of the most significant as senior engineer are: • Bridges across the Ebro river in Zaragoza, Spain (1991): two incrementally launched curved concrete bridges; spans are 48 m long. • Segura river bridge, Spain (1992): tied arch bridge; main span is 64 m long. • • • • • • • • • • • • • • • El Cueto bridge, Spain (1993): incrementally launched bridge, curved in plan and with a 52 m long main span. Viaducto over the Mente river (1997). Precast concrete bridge with 90 m long main span. Bridge over the Ebro river in Zaragoza (1997).Tied arch. Main span is 120 m long. Viaducts in Arcos de Jalon (1998). 6 Viaducts for the High-speed Railway Madrid-Barcelona-French border. Incrementally launched bridges. Main spans of 60 m. Bridge over the Ebro river in Osera (1998). Bridge for the High-speed Railway Madrid-Barcelona-French border. Vierendel box girder with a main span 120 m long. Viaduct over the Huerva river (1999). Bridge for the High-speed Railway Madrid-Barcelona-French border. Incrementally launched bridge with a main span of 66 m. Bridge over the Guadalquivir river in Cordoba (1999). Extradosed bridge with 120 m main span. Bridge over the Tina Menor Estuary in the Cantábrico Highway (Spain) (2000). Composite box girder (125 m main span). Bridge over the Ebro River in Ronda de la Hispanidad (Zaragoza) (Spain) (2001). Bowstring of 120 m main span. Bridge over the Arga river. Puentelarreina. Navarra (Spain) (2002). Arch composite Bridge of 120 m main span. Padova Est Viaduct (Italy) (2003). Bridge over Arezzo river (Italy) (2005) Bridge over Contreras reservoir (2005) Bridge over the Cadiz Bay (2006) Bridge over the Danube river in Vidin, Bulgaria (2007) INTERNATIONAL LECTURES • 10th World Conference on Earthquake Engineering, Madrid, Spain (1992). • 14th International Conference on Boundary Element Methods, Sevilla, Spain (1992). • 8th International Conference on Computer Methods and Advances in Geomechanics, Morgantown, West Virginia, U.S.A. (1994). • Workshop on Prestressed Concrete Structures, Zagreb (1994). • 4th International Colloquium on the Fixed Link between Europe and Africa across the Strait of Gibraltar, Sevilla, Spain (1995). • Regional Roads Department. “New developments in the design and construction of Prestressed concrete bridges”. Chile (1996). • Technical University of Brno. Czech Republic (1997). • Betontag Czech Society of Concrete (1997). • Fib Symposium Prague (1999). • IABSE Symposium. Antwerp 2003. Structures for High-Speed Railway transportation. • “Prestressed Concrete High-speed Railway Bridges” Workshop "Bridges for high-speed railways" Oporto 3-4 June 2004 • 6th International Conference on Bridges across the Danube, Budapest, September 2007 INTERNATIONAL PUBLICATIONS • “Dynamic Impedance of Bridge Abutment”, 10th World Conference on Earthquake Engineering, Madrid, Spain, 1992. • “Numerical Modelling to analyse Earthquake Behaviour of Bridges. Abutments influence”, 1st National Congress on Computational Mechanics, Athens, Greece, 1992. • “Application of Boundary Element Method to the Analysis of bridge abutments”, 14th International Conference on Boundary Element Methods, Sevilla, 1992. • “ Improved integration methods for adaptive boundary element techniques” in “Advances in Boundary Element Techniques”, J.H. Kane; G. Maier; P. Tosaka & S.N. Atluri, Springer 1993. • “Dynamic soil-structure interaction in bridge abutments”, Proceedings 8th International Conference on Computer Methods and Advances in Geomechanics, Balkema, Rotterdam, 1994. • “Simplified modelling of bridge abutments-soil interaction under seismic effects”, Proceedings 10th European Conference on Earthquake Engineering, Vienna 1994. • “Abutment Influence in the dynamic response of bridges”. European Earthquake Engineering (1996). • “Dynamic stiffness analysis of bridge abutments”. European Journal of Mechanics (1997). • “Euskalduna bridge. Curvaceous construction”. Bridge. Design & Engineering (1997). • “High-Speed Railway Bridge over the Ebro River, Spain”. Structural Engineering International (2003). TASK GROUP PARTICIPATION • Coauthor in ESDEP: European Steel Design Education Programme in chapter “Elements”. The Steel Construction Institute. British Steel. TU. Delft. Commet. • Active member in the task group “Composite concrete-steel bridges” in the Spanish Association for Structural Concrete (ACHE) for the evaluation of Eurocode 4 Part-2 (Bridges). • Active member in the task group “High Strength Concrete” in the Spanish Association of Structural Concrete (ACHE). • Member of the Project team of Eurocode 2-2. Concrete Bridges.