• L. Suárez
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    Revision: An introduction to soil dynamics, por Arnold Verruijt

  • V. Puglia, L. Miguel, I. Iturrioz
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    No presente trabalho faz-se uma análise dinâmica de uma torre treliçada estaiada submetida à tormenta EPS através de um registro de vento obtido a partir de sua componente [...]

  • A. García, A. Bernal, J. González
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    Se estimó la estructura estratigráfica de los depósitos sedimentarios profundos en el valle de Chilpancingo Guerrero, México, y la variación de la velocidad de las ondas [...]

  • R. Falconí, D. Añazco, R. Ángulo
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    El uso de aisladores de base tipo péndulo de fricción, FPS ("Frictional Pendulum System") en puentes es una muy buena alternativa en países [...]

  • A. Vega, M. Kowalsky
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    El presente trabajo propone una metodología sencilla para evaluar pórticos de hormigón reforzado para diferentes límites de daño en función de las deformaciones del [...]

  • J. Massa, A. Giudici
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    La seguridad en los sistemas de transporte y distribución de gas es uno de los principales aspectos que debe considerarse en el diseño de dichas instalaciones. [...]

  • L. Montejo, M. Kowalsky, T. Hassan
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    Este artículo recopila los principales resultados de una serie de pruebas experimentales en las cuales columnas circulares de hormigón armado fueron sujetas a incrementos [...]

  • U. Valdes, G. Portela, T. Stanton, W. Varela, G. Velázquez
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    Este artículo presenta una descripción del análisis de vigas pre-flexionadas con aplicación a superestructuras de puentes. El sistema consiste [...]

  • L. Suárez, L. Godoy
    Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil (2010). Vol. 10, 2

    Abstract
    Editorial: Una mirada a los diez años de publicación de la revista

  • A. Mexía, O. Aldama
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 1

    Abstract
    One of the numerically stable methods to calculate he Squire root of a matrix is the Newton’s Method, but it has the disadvantage that in each iteration it is necessary [...]

  • H. Herrera, Y. López, A. Esquivel, C. Morfa
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 1

    Abstract
    The scientific visualization of continuous scalar data is currently widely used. New formulations based on particles or point clouds, like the Discrete Element Method, Mesh [...]

  • M. Pérez, A. Iván
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 1

    Abstract
    In a previous article, we presented a mathematical tool for the systematic calculation of the critical buckling load and the buckling mode of any frame, under some simplificative [...]

  • C. Friaca, M. Barbosa, T. Bittencourt, M. Machado
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 1

    Abstract
    The concrete ffshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts [...]

  • D. Capua, V. Pérez-Gracia, R. González-Drigo
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 1

    Abstract
    This paper presents a proposed methodology developed to obtain the geometry of masonry walls. The methodology is based on the automatic recognition of boundaries. The geometry [...]

  • M. Molina, S. Oller, A. Barbat, X. Martínez
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 2

    Abstract
    The numerical simulation of composite materials is a field under continuous development. Its application to structural design has shown important improvements, leading to [...]

  • F. F.Cordero, P. Díez
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 2

    Abstract
    When applied to diffusion problems in a multiphase setup, the popular XFEM strategy suffers of an inaccurate representation of the local fluxes in the vicinity of the interphase. [...]

  • E. Peña, J. Ohayon, Y. Usson, A. Azancot, M. Doblaré
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 2

    Abstract
    The purpose of this research is to study the fetal heart biomechanics during cardiac cycle. A 3D FEM of the human fetal heart (FH) is built by using the geometry and the ¯ber [...]

  • X. Nogueira, L. Cueto-Felgueroso, I. Colominas
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 2

    Abstract
    In this work we show a numerical methodology for the resolution of compressible ows in both,structured and unstructured grids. The Moving Least Squares method (MLS) is used [...]

  • D. Garzón-Alvarado, C. Galeano, J. Mantilla
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 2

    Abstract
    This article studies the effect of the inclusion of the transport term in the reaction-diffusion equations, through toroidal velocity fields. The formation of Turing patterns [...]

  • M. Morales, F. Mejía
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    Aquifer characterization is an important problem in Geohidrology. The problem consits in estimating phenomenological parameters given piezometric data. In general eld data [...]

  • J. Valdés, H. Hernández, A. Hernández
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    As alternative to methods presented in several codes around the world to analyze chimneys, an analysis procedure based in the finite element method is presented. To achieve [...]

  • G. Juárez, A. Ayala
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    This paper presents nonlinear mixed formulations to simulate the material failure process in solids by its finite element approximation. The formulations presented are the [...]

  • G. Lizárraga, S. Botello, P. Perez
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    Diversity is a very important property for non-dominated sets. The diversity is a measure of how much information is contained in a non-dominated set. Evaluating diversity [...]

  • S. P, S. R, A. A.
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    The topological optimization problema is stated as follows: to find the best shape of a mechanical structure subject to certain service conditions. Usually, the topological [...]

  • G. Urriolagoitia-Sosa, G. Urriolagoitia-Calderón, L. Hernández, B. al.
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    In the open literatura around the world, it has been very well established the benefits that produces the shot peening process. Nevertheless, this process is a task, in some [...]

  • N. Hernández-Silva, R. Codina
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    The objective of this work is to introduce and numerically solve the mathematical model for the bahavior of liquid semiconductors in the Czochralski process to obtain semiconductor [...]

  • F. Domínguez-M, M. Equihua, S. Mendoza, J. Tinoco
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    Recently, in order to approximate the solution of a partial differential equation overa n irregular planar domains, several efficient and robust variational methods designed [...]

  • A. R, R. C., J. G., H. P., A. V.
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    The tangential vorticity function, circulation and meridian stream that form in a closed rotating cylinder are analyzed. The cylinder has a rotating bottom whereas the lateral [...]

  • J. Retama, A. Ayala
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    This paper presents different variational formulations for the modeling of damage in solids by the embedded discontinuity formulation. Initially the energy functional, for [...]

  • L. Villafuerte, J. Cortés, L. Jódar
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 3

    Abstract
    This paper deals with the construction of analytic-numerical solutions of random linear differential equations by means of a power series method. Sufficient conditions for [...]

  • I. Pérez, Y. Pérez, C. Recarey, M. Cerrolaza
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 4

    Abstract
    Packing- particle methods to simulate compact and spongy bone-tissue are presented. The methods ara based on moddified front-advance algorithms, able to reduce the density [...]

  • D. Santiago, G. Lombera, S. Urquiza, C. Saracibar, M. Chiumenti
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 4

    Abstract
    This work deals with the computational modeling of Friction Stir Welding (FSW) processes including the discretization of the tools. The mechanical problem has been solved [...]

  • P. Castillo
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 4

    Abstract
    This article describes an implementation of the Local Discontinuous Galerkin (LDG) method applied to a general elliptic boundary value problem in 2D. The implementation takes [...]

  • E. Lopes, J. Silva, M. Nóbrega
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 4

    Abstract
    Neste trabalho de pesquisa desenvolve-se um estudo paramétrico para análise da resposta dinámica de pontes rodoviárias de concreto armado, devido [...]

  • A. Gamino, O. Manzoli
    Rev. int. métodos numér. cálc. diseño ing. (2010). Vol. 26, 4

    Abstract
    Neste trabalho a dependencia da capacidade de rotaçao plástica com relaçao às características físicas, geométricas e construtivas [...]