• An attempt to the determination of the partial safety factor for SFRC members subjected to bending forces 

    Camós Andreu, Carles; Casas Rius, Joan Ramon; Molins i Borrell, Climent (International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), 2012)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    In the last few years, research on techniques that permit the reduction or even the complete elimination of structural bar reinforcements has been intensified. The addition of steel fibres to the concrete matrix is proven ...
  • Bridge condition and safety based on measured vibration level 

    Casas Rius, Joan Ramon; Rodrigues, J. Fernando (International Association for Bridge and Structural Engineers (IABSE), 2015)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Along the years, there were efforts by researchers in quantifying structural performance and damage in function of vibration measurements. Curves proposed by several authors try to relate acceleration spectrum to damage ...
  • Desarrollo de un actuador para el control de velocidad y dirección enpruebas pre-crash 

    Moreno Albalà, Gabriel (Universitat Politècnica de Catalunya, 2015-10)
    Projecte Final de Màster Oficial
    Accés restringit per acord de confidencialitat
    Advanced Driver Assistance Systems are being widely introduced in cars. In order to improve repeatability when testing those systems, it is necessary to use robots to control the speed of the car and perform manoeuvres. ...
  • Estudio experimental y modelización matemática de dardos de fuego 

    Gómez Mares, Mercedes (Universitat Politècnica de Catalunya, 2009-11-27)
    Tesi
    Accés obert
  • Unexpected behaviour of a large excavation in saturated sands 

    Alonso Pérez de Agreda, Eduardo; Gens Solé, Antonio; Alcoverro Bassols, Jordi; Ortuño, L (IOS Press, 2007)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    The paper describes the behaviour of the perimeter wall of a very large excavation in saturated sands. The excavation was extended to a depth of 20m (17m below the water table) and the walls reached an impervious silty ...