Ara es mostren els items 21-24 de 24

    • Selection of measurement sets in static structural identification of bridges using observability trees 

      Lozano Galant, José Antonio; Nogal Macho, María; Turmo Coderque, José; Castillo Ron, Enrique (2015-05)
      Article
      Accés restringit per política de l'editorial
      This paper proposes an innovative method for selection of measurement sets in static parameter identification of concrete or steel bridges. This method is proved as a systematic tool to address the first steps of Structural ...
    • Solving some special cases of monomial ratio equations appearing frequently in physical and engineering problems 

      Castillo Ron, Enrique; Nogal Macho, María; Lozano Galant, José Antonio; Turmo Coderque, José (2016)
      Article
      Accés obert
      We first show that monomial ratio equations are not only very common in Physics and Engineering, but the natural type of equations in many practical problems. More precisely, in the case of models involving scale variables ...
    • Structural system identification of cable-stayed bridges with observability techniques 

      Lozano Galant, José Antonio; Nogal Macho, María; Payá Zaforteza, Ignacio Javier; Turmo Coderque, José (2014)
      Article
      Accés restringit per política de l'editorial
      Cable-stayed bridges are highly statically redundant, light and flexible structures. This complexity highlights the role of the structural system identification (SSI) method in the calibration of the actual properties of ...
    • Structural system identification of pedestrian bridges by observability method 

      Lei, Jun; Lozano Galant, José Antonio; Nogal Macho, María; Xu, Dong; Turmo Coderque, José (Technishe Universität Berlin, 2017)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      The condition assessment of pedestrian bridges might be overlooked due to the small scale of these structures. A short list of accidents is provided to justify the necessity of condition assessment on pedestrian bridges. ...