L'objectiu d'aquest grup és consolidar institucionalment una relació acadèmica entre investigadors que fa més de disset anys que existeix. Actualment les persones d'aquest grup participen en catorze projectes nacionals i vint projectes europeus. També han col·laborat en la realització de 60 cursos (30-40 hores), 220 seminaris i 51 conferències internacionals.
Per mitjà d'aquesta nova estructura administrativa, aquest grup de recerca podrà emprendre projectes conjunts sota un nom propi i amb una massa crítica que permetrà afrontar nous i més grans reptes dins de la recerca bàsica i aplicada.

http://futur.upc.edu/(MC)2

The objective of this group is to institutionally consolidate the academic relationship of researchers who have been working together for more than 17 years. The members of this group are currently participating in 14 national projects and 20 European projects. They have also collaborated in the teaching of 60 courses (of between 30 and 40 hours each), 220 seminars and 51 international conferences. The establishment of this group will enable its researchers to propose and carry out joint projects under its name and with a critical mass that will allow them to take on greater challenges within their basic and applied research.

http://futur.upc.edu/(MC)2

The objective of this group is to institutionally consolidate the academic relationship of researchers who have been working together for more than 17 years. The members of this group are currently participating in 14 national projects and 20 European projects. They have also collaborated in the teaching of 60 courses (of between 30 and 40 hours each), 220 seminars and 51 international conferences. The establishment of this group will enable its researchers to propose and carry out joint projects under its name and with a critical mass that will allow them to take on greater challenges within their basic and applied research.

http://futur.upc.edu/(MC)2

Enviaments recents

  • Modelo multi-escala con fracturas cohesivas en ambas escalas 

    Labanda, Nicolás A.; Giusti, Sebastián M.; Luccioni, Bibiana M. (2016-11)
    Article
    Accés obert
    En este trabajo se presentan resultados preliminares sobre un modelo multi-escala semiconcurrente para materiales con ablandamiento. Se propone una formulación mixta para la simulación de discontinuidades en los desplazamientos ...
  • Meso-scale fracture simulation using an augmented Lagrangian approach 

    Labanda, Nicolás A.; Giusti, Sebastián M.; Luccioni, Bibiana M. (2016-10)
    Article
    Accés restringit per política de l'editorial
    A cohesive zone model implemented in an augmented Lagrangian functional is used for simulation of meso-scale fracture problems in this paper. The method originally developed by Lorentz is first presented in a rigorous ...
  • Inverse finite element modeling of shells using the degenerate solid approach 

    Fachinotti, Víctor D.; Albanesi, Alejandro E.; Martínez Valle, José M. (2015-09)
    Article
    Accés restringit per política de l'editorial
    The Inverse Finite Element Method (IFEM) for degenerate solid shells is introduced. IFEM allows determining the undeformed shape of a body (in this case, a shell-like body) such that it attains a desired shape after large ...
  • Spectral analysis of the Beznar dam accelerogram. Comparison with results in the northeastern of Spain 

    Canas Torres, José Antonio; Barbat Barbat, Horia Alejandro; Pujades Beneit, Lluís; Egozcue Rubí, Juan José; Sarrate Ramos, Josep (1991-12)
    Article
    Accés obert
    Numerical analysis applied to the Beznar dam accelerograms (longitudinal and transversal components) shows that the Fourier amplitude spectrum is a good approximation to the pseudo-velocity spectra. Thís fact makes possible ...
  • Viscoelasticity and damage model for creep behaviour of historical masonry structures 

    Roca Fabregat, Pedro; Cervera Ruiz, Miguel; Pelà, Luca; Clemente Ortega, Roberto; Chiumenti, Michèle (2012-11-23)
    Article
    Accés obert
    This paper presents a continuum model for the simulation of the viscous effects and the long-term damage accumulation in masonry structures. The rheological model is based on a generalized Maxwell chain representation ...
  • Computational modeling of high-performance steel fiber reinforced concrete using a micromorphic approach 

    Huespe, Alfredo Edmundo; Oliver Olivella, Xavier; Mora, Diego Fernando (2013-12)
    Article
    Accés obert
    A finite element methodology for simulating the failure of high performance fiber reinforced concrete composites (HPFRC), with arbitrarily oriented short fibers, is presented. The composite material model is based on a ...
  • A local constitutive model for the discrete element method: application to geomaterials and concrete 

    Oñate Ibáñez de Navarra, Eugenio; Zárate Araiza, José Francisco; Miquel Canet, Juan; Santasusana Isach, Miquel; Celigueta Jordana, Miguel Ángel; Arrufat Garcia, Ferran; Gandikota, Varadaraju; Valiullin, Khaydar; Ring, Lev (Springer, 2015-06)
    Article
    Accés obert
    This paper presents a local constitutive model for modelling the linear and non linear behavior of soft and hard cohesive materials with the discrete element method (DEM). We present the results obtained in the analysis ...
  • Herramientas necesarias para la evaluación sísmica de edificios 

    Moreno González, Rosángel; Pujades Beneit, Lluís; Aparicio Bengoechea, Ángel Carlos; Barbat Barbat, Horia Alejandro (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2008)
    Llibre
    Accés obert
    En esta monografía de presenta de forma resumida, los conceptos fundamentales relacionados con la acción sísmica, la respuesta estructural de los edificios, la evaluación de la vulnerabilidad, el riesgo y el daño sí­smico. ...
  • Cálculo y diseño sismorresistente de edificios: aplicación de la norma NCSE-02 

    Barbat Barbat, Horia Alejandro; Oller Martínez, Sergio Horacio; Vielma, J C (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2005)
    Llibre
    Accés obert
  • Seismic vulnerability of bridges using simplified models 

    Soberón, C Gómez; Oller Martínez, Sergio Horacio; Barbat Barbat, Horia Alejandro (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2002)
    Llibre
    Accés obert
    Currently, numerous existing bridges can suffer damage of different considerations when subjected to seismic actions of certain magnitude. The failure of these systems can be the origin of enormous economical losses(direct ...

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