• A new building structural system using timber-concrete-composite members 

      Estévez-Cimadevila, Javier; Otero-Chans, Dolores; Martín-Gutiérrez, Emilio; Suárez-Riestra, Félix; Vázquez-Rodríguez, Pepe (World Conference on Timber Engineering (WCTE), 2023-06)
      [Abstract] This paper presents a novel system for the construction of building structures based on the use of timberconcrete-composite pieces (floors, beams and columns). Beams and floors are composed of a prefabricated ...
    • Dimensioning influence on the final critical stage of double-layer space trusses 

      Estévez-Cimadevila, Javier; Pérez-Valcárcel, Juan (Centro Internacional de Métodos Numéricos en Ingeniería, 1992)
      [Abstract] The present paper suggests the application of a non-linear model of analysis to study the final critical stage of double-Iayer space trusses. A description of the analysis techniques is proposed to take into ...
    • Dinamización del aprendizaje a través de las TICs 

      Martín-Gutiérrez, Emilio; Estévez-Cimadevila, Javier; Otero-Chans, Dolores; Vázquez-Rodríguez, Pepe; Suárez-Riestra, Félix (Servizo de Publicacións ; Universidade da Coruña, 2020)
      [Resumen]El actual proceso de transformación digital está modificando sustancialmente las formas en que los individuos accedemos y compartimos la información. Las universidades deben enfrentarse a estos nuevos retos, en ...
    • New system of self-tensioning for long-span wooden structural floors 

      Estévez-Cimadevila, Javier; Otero-Chans, Dolores; Martín-Gutiérrez, Emilio; Suárez-Riestra, Félix; Lamas-López, Valentín (TU Verlag Wien, 2016)
      [Abstract] A self-tensioning system that improves the behavior of elements under bending is described, from a resistant point of view such as deformations. The system is based in a force multiplying device tied in the ...
    • Timber spatial trusses using hollow bars 

      Estévez-Cimadevila, Javier (2011)
      [Abstract] A self-tensioning system that improves the behavior of elements under bending is described, from a resistant point of view such as deformations. The system is based in a force multiplying device tied in the ...
    • Timber-Concrete-Composite Beams with Discrete Perforated Steel Plate Shear Connectors 

      Estévez-Cimadevila, Javier; Martín-Gutiérrez, Emilio; Suárez-Riestra, Félix; Vázquez-Rodríguez, Pepe; Otero-Chans, Dolores (Nyrud, A. Q. and Malo, K. A. et al., 2023-06)
      [Abstract] This paper describes an experimental research on timber-concrete-composite (TCC) beams made with discrete perforated steel plates shear connectors. The research included shear tests on different connectors made ...