Cursos que dicta


Estructuras de Acero, Estructuras de Acero II

Producción Científica


  • 2020 – 2022 Fondef IDEA ID19I10081 – Static Capacity Curves of Damaged Ropes. (Director Alterno)
  • 2015 – 2017 Fondecyt Regular 1150409 – Static Capacity Curves of Damaged Ropes. (Colaborator)
  • 2014 – 2016 Fondecyt Regular 1140628. Double Welded T Moment Connections. (Colaborator)


  • Gallegos, M., Nuñez, E.* and Herrera, R. (2020). Numerical Study on Cyclic Response of End-Plate Biaxial Moment Connection in Box Columns. Metals. MDPI, 10(4), 523. (WOS)
  • Díaz, H., Nuñez, E.* and Oyarzo-Vera, C. (2020). Monotonic Response of Exposed Base Plates of Columns: Numerical Study and a New Design Method. Metals. MDPI, 10(3), 396. (WOS)
  • Beltrán, J., Nuñez, E., Nuñez, F., Silva, I., Bravo, T. and Moffat, R. (2018). Static Response of Asymmetrically Damaged Metallic Strands: Experimental and Numerical Approach. Construction and Building Materials. Elsevier. Vol. 192, 538-554. (WOS)
  • Nuñez, E.*, Torres, R. and Herrera, R. (2017). Seismic performance of moment connections in steel moment frames with HSS columns. Steel and Composite Structures. Technopress, Vol. 25, No. 3, 271-286. (WOS)
  • Herrera, R. Salas, C. Beltrán, J. and Nuñez, E. (2017). Experimental performance of double built-up t moment connections under cyclic loading. Journal of Constructional Steel Research. Elsevier. Vol. 138, 742–749. (WOS)

Líneas de Investigación

  • Estudio numérico y experimental de estructuras de acero sometidas a cargas sísmicas.
  • Patología estructural