(MC)2 - Grup de Mecànica Computacional en Medis Continus
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.
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.
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.
Collections in this community
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Articles de revista [191]
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Capítols de llibre [24]
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Dataset [0]
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Llibres [59]
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Reports de recerca [17]
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Ressenyes [1]
Recent Submissions
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Una formulación general para el análisis elastoplástico de estructuras sometidas a grandes movimientos
(1982)
Conference report
Open AccessSe presenta una formulación para el estudio de estructuras tipo lámina, placa, arco o viga sometidos a grandes movimientos en régimen elastoplástico. La formulación utiliza la descripción Lagrangiana de la deformación y ... -
Una formulación de bandas finitas para el análisis de placas, puentes y láminas de revolución
(1982)
Conference report
Open AccessEn el presente artículo se desarrolla una técnica para disipar tensiones de tracción en materiales que no admiten dichas tensiones, y que se aplica al análisis elástico lineal -de una presa bóveda proyectada en la cuenca ... -
Comportamiento sísmico de los monumentos históricos
(AIBIS, 2001)
Conference report
Open AccessEn el artículo se estudia el comportamiento sísmico de las estructuras históricas utilizando el concepto de vulnerabilidad sísmica desde un punto de vista puramente intuitivo. Se considera que las construcciones antiguas, ... -
El método del espectro de capacidad aplicado a la evaluación de daños sísmicos
(AIBIS, 2005)
Conference report
Open AccessEl método del espectro de capacidad constituye una herramienta nueva que se puede utilizar para el análisis de daños estructurales y no estructurales debidos a una acción sísmica tanto para la generación de escenarios de ... -
Las herramientas SIG en el análisis de vulnerabilidad y escenarios de riesgo sísmico
(UNEX, 2003)
Conference report
Open AccessAn integrated GIS-based analysis (using ArcView GIS) is performed in order to estimate risk scenarios for EMS-98 seismic intensities in Barcelona (Spain), according to a methodology developed within the Risk-UE Project of ... -
Posibilidades de los ordenadores personales en el cálculo de estructuras por el método de los elementos finitos
(1983-04)
Article
Open Access -
An accurate nonlocal bonded discrete element method for nonlinear analysis of solids: application to concrete fracture tests
(Springer, 2020-05)
Article
Open AccessWe present a numerical procedure for elastic and nonlinear analysis (including fracture situations) of solid materials and structures using the discrete element method. It can be applied to strongly cohesive frictional ... -
A plastic-damage model for concrete
(1989)
Article
Restricted access - publisher's policyIn this paper a constitutive model based on an internal variable-formulation of plasticity theory for the non-linear analysis of concrete is presented. The model uses a new yield criterion which matches experimental data ... -
A consistent characteristic length for smeared cracking models
(John Wiley & sons, 1989-02)
Article
Restricted access - publisher's policyA numerical scheme for crack modelling by means of continuous displacement fields is presented. In two-dimensional problems a crack is modelled as a limiting case of two singular lines (with continuous displacements, but ... -
A computational model for progressive cracking in large dams due to the swelling of concrete
(1990-09)
Article
Open AccessThe paper presents a computational model for the analysis of large concrete gravity dams subjected to severe damage due to internal actions. It has been observed in several operating concrete dams that the combined effects ... -
An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
(Springer, 1993-09)
Article
Restricted access - publisher's policyKet qualitative features of solutions exhibiting strong discontinuities in rate-independent inelastic solids are identified and exploited in the design of a new class of finite element approximations. The analysis shows ... -
Seismic evaluation of concrete dams via continuum damage models
(Wiley, 1995-09)
Article
Open AccessIn this paper a general methodology for the analysis of large concrete dams subjected to seismic excitation is outlined. It is valid both for gravity dams (2D representation) and arch dams (3D representation). The method ...
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