GI-GEA - Artigos: Envíos recentes

Mostrando ítems 31-35 de 68

    • Experimental Test of Threaded Steel Rods Glued-in Hardwood with Epoxy 

      Otero-Chans, Dolores; Estévez-Cimadevila, Javier; Martín-Gutiérrez, Emilio; Vázquez-Rodríguez, Pepe (WIT press, 2006)
      [Abstract] This paper summarizes test results of an experimental study on threaded steel rods epoxied into structural hardwood members. Two test campaigns were carried out. In the first one 36 test specimens of Tali ...

    • Timber Specimens Parametrized Design for Numerical Analysis 

      Martín-Gutiérrez, Emilio; Estévez-Cimadevila, Javier; Otero-Chans, Dolores; Muñiz Gómez, Santiago (WIT press, 2006)
      [Abstract] The characterization of materials or the study of resistant response associated with new constructive solutions often convey progressive adjustment of models of analysis starting from the results obtained by ...

    • Construcción izada: condicionantes estructurales del sistema REVERSTOP 

      Pérez-Valcárcel, Juan; Muñoz-Vidal, Manuel; Hermo, Víctor (Consejo Superior de Investigaciones Científicas (España), 2020-07)
      [Resumen] Un gran problema para la construcción de edificios es la construcción en altura, lo que supone un riesgo para los trabajadores y un mayor costo. El sistema REVERSTOP permite la construcción a nivel del suelo y ...

    • Application of a New System of Self-Tensioning to the Design of Large-Span Wood Floor Framings 

      Otero-Chans, Dolores; Estévez-Cimadevila, Javier; Martín-Gutiérrez, Emilio; Pérez-Valcárcel, Juan (ASCE, 2016)
      [Abstract] This study describes a self-tensioning system in which the gravitational loads acting on a horizontal structural element are automatically converted to a posttensioning force on that component. The self-tensioning ...

    • Self-tensioning long-span T-shaped spruce and oak web floors with a CLT upper flange. An experimental approach 

      Martín-Gutiérrez, Emilio; Estévez-Cimadevila, Javier; Otero-Chans, Dolores; Suárez-Riestra, Félix (Elsevier, 2018)
      A device is described that makes it possible to automatically apply a post-tensioning force on deflected elements in response to applied gravitational loads. The behaviour of transverse T-section beams is analysed. They ...