• A model for the non linear dynamic analysis of reinforced concrete and masonry framed structures 

    Sima Brum, José Fernando (Universitat Politècnica de Catalunya, 2010-02-05)
    Tesi
    Accés obert
    La evaluación de la respuesta dinámica o sísmica de estructuras complejas a menudo requiere de la integración en el dominio del tiempo de la ecuación de equilibro dinámico de la estructura, en el marco de un análisis no ...
  • Cyclic constitutive model for concrete 

    Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent (Elsevier, 2008)
    Article
    Accés obert
    A constitutive model for concrete subjected to cyclic loadings in both compression and tension is presented. The proposed model is intended to provide improvements on modelling the cyclic behaviour of concrete structures ...
  • Non linear response of masonry wall structures subjected to cyclic and dynamic loading 

    Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent (Trans Tech Publications, 2010-10)
    Article
    Accés restringit per política de l'editorial
    A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed ...
  • Nonlinear response of masonry wall structures subjected to cyclic and dynamic loading 

    Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent (2011-06)
    Article
    Accés restringit per política de l'editorial
    The assessment of the dynamic or seismic performance of complex structures often requires the integration in the time domain of the structural equation of motion in the frame of a nonlinear analysis. Although sophisticated ...