• E. Haug, R. Löhner, C. Zinggerling, E. Oñate
    Comp. Part. Mech (2018). Vol. 5 (1), pp. 71-86

    Abstract
    A methodology to integrate geographical information system (GIS) data with large-scale pedestrian simulations has been developed. Advances in automatic data acquisition and [...]

  • C. Recarey Morfa, M. Farias, I. Pérez, E. Oñate
    Comp. Part. Mech (2018). Vol. 5 (2), pp. 213-226

    Abstract
    The influence of the microstructural heterogeneities is an important topic in the study of materials. In the context of computational mechanics, it is therefore necessary [...]

  • C. Recarey Morfa, L. Cortés, M. Farias, I. Pérez, R. Valera, E. Oñate
    Comp. Part. Mech (2018). Vol. 5 (3), pp. 319-334

    Abstract
    A methodology that comprises several characterization properties for particle packings is proposed in this paper. The methodology takes into account factors such as dimension [...]

  • Comp. Part. Mech (2017). Vol. 4 (3), pp. 345-356

    Abstract
    Dam bottom outlets play a vital role in dam operation and safety, as they allow controlling the water surface elevation below the spillway level. For partial openings, water [...]

  • C. Recarey Morfa, I. Pérez, M. Farías, E. Oñate, R. Valera, H. Casañas
    Comp. Part. Mech (2018). Vol. 5, pp 13–33

    Abstract
    A generic formulation of a new method for packing particles is presented. It is based on a constructive advancing front method, and uses Monte Carlo techniques for the generation [...]

  • M. Santasusana, J. Irazábal, E. Oñate, J. Carbonell
    Comp. Part. Mech (2016). Vol. 3, pp. 407-428

    Abstract
    In this work, we present a new methodology for the treatment of the contact interaction between rigid boundaries and spherical discrete elements (DE). Rigid body parts are [...]

  • G. Casas, D. Mukherjee, M. Celigueta, T. Zohdi, E. Oñate
    Comp. Part. Mech (2017). Vol. 4 (2), pp. 181-198

    Abstract
    A modular discrete element framework is presented for large-scale simulations of industrial grain-handling systems. Our framework enables us to simulate a markedly larger [...]

  • Int. J. for Num. Meths. in Fluids (1997). Vol. 25, pp. 1387-1407

    Abstract
    In a previous paper a general procedure for deriving stabilized finite element schemes for advective type problems based on invoking higher order balance laws over finite [...]

  • A. Rodríguez-Ferran, A. Huerta
    Monograph CIMNE (1994). M26

    Abstract
    An object-oriented code, CASTEM2000, has provided the framework for algorithmic development and numerical testing. In these codes, information is stored and manipulated as [...]

  • F. Rastellini, S. Oller, O. Salomon, E. Oñate
    Computers and Structures (2008). Vol. 86 (9), pp. 879-896

    Abstract
    An innovative computational methodology is proposed for modelling the material non-linearmechanical behaviour of FRP structures. To model a single unidirectional composite [...]

  • Computers and Structures (2008). Vol. 86 (13-14), pp. 1563-1578

    Abstract
    Evolutionary methods are a powerful and robust tool for the solution of structural shape optimization problems. Nevertheless, the use of these methods requires the structural [...]

  • C. Lage, F. Neves, M. Freitas
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (3), 42

    Abstract
    Practical size structural optimization problems can involve a large number of variables and constraints that meet regulatory requirements for safety and structural performance. [...]

  • J. Miquel, E. Oñate, C. Garino, S. Botello, F. Flores, J. Rojek
    Monograph CIMNE (1994). M25

    Abstract
    El trabajo que se expone ha hecho uso de los últimos avances en mecánica computacional, métodos numéricos, visualización y algoritmos de [...]

  • L. Jané, A. Barbat
    Monograph CIMNE (1992). M13

  • Monograph CIMNE (1991). M9

    Abstract
    En los últimos años se han desarrollado diversas técnicas para resolver el problema de la estimación y la corrección del error. De hecho, [...]

  • Monograph CIMNE (1991). M10

    Abstract
    La presente monografía trata el problema del comportamiento de los materiales friccionales, especialmente del hormigón, más allá de su límite [...]

  • Monograph CIMNE (1993). M14

    Abstract
    In this work we present several finite element techniques to solve the convection-diffusion equation when the Péclet number is high, tha is, when diffusion is very [...]

  • A. Fusco
    Monograph CIMNE (1993). M20

    Abstract
    This work presents the fundamental assumptions and the successive mathematical developments which allow to establish the complete field equations of a continuum. The aim is [...]

  • J. Oliver
    Monograph CIMNE (1993). M15

    Abstract
    En este trabajo, se presenta una perspectiva general de los modelos de fisuración existentes y de algunas aportaciones de la línea de investigación que [...]

  • Computers and Structures (2005). Vol. 83 (17-18), pp. 1459-1475

    Abstract
    A method is presented for the solution of an incompressible viscous fluid flow with heat transfer using a fully Lagrangian description of the motion. Due [...]

  • Computers and Structures (2003). Vol. 81 (8-11), pp. 655-671

    Abstract
    A method is presented for the solution of the incompressible fluid flow equations using a Lagrangian formulation. The interpolation functions are [...]

  • Monograph CIMNE (1991). M7

    Abstract
    This monograph presents 4 lectures on non linear analysis of concrete shells by the finite element method. The lectures were prepared by the author for the course on "Non [...]

  • J. Canet, E. Oñate, J. Buil, E. Herrero
    Monograph CIMNE (1991). M5

    Abstract
    Se desarrolla en este trabajo un estudio numérico-experimental acerca del comportamiento dinámico de las presas bóvedas considerando su interacción [...]

  • M. Cervera, J. Oliver, M. Galindo
    Monograph CIMNE (1991). M4

  • C. Felippa, E. Oñate
    Computers and Structures (2003). Vol. 81 (13), pp. 1343-1357

    Abstract
    We define stress and strain splittings appropriate to linearly elastic anisotropic materials with volumetric constraints. The treatment includes rigidtropic materials, [...]

  • A. Hanganu, E. Oñate, A. Barbat
    Computers and Structures (2002). Vol. 80 (20-21), pp. 1667-1687

    Abstract
    The paper introduces a new global damage evaluation method which leads to a meaningful global damage index. A numerical procedure for the prediction of local and [...]

  • Computers and Structures (2002). Vol. 80 (16-17), pp. 1399-1408

    Abstract
    One of the major difficulties in meshing 3D complex geometries is to deal with non-proper geometrical definitions coming from CAD systems. Typically, [...]

  • R. Scotta, R. Vitaliani, A. Saetta, E. Oñate, A. Hanganu
    Computers and Structures (2001). Vol. 79 (7), pp. 737-755

    Abstract
    A local isotropic single parameter scalar model that can simulate the mechanical behaviour of quasi-brittle materials, such as concrete, is described. [...]

  • Computers and Structures (2001). Vol. 79 (22-25), pp. 2151-2163

    Abstract
    The basis of the finite point method (FPM) for the fully meshless solution of elasticity problems in structural mechanics is described. A stabilization [...]

  • S. Botello, E. Oñate, J. Miquel
    Computers and Structures (1999). Vol. 70 (6), pp. 635-646

    Abstract
    The paper presents a new triangle for analysis of laminate plates and shells. The in-plane degrees of freedom are interpolated quadratically whereas a linear layer-wise approximation [...]

  • O. Zienkiewicz, R. Taylor, P. Papadopoulos, E. Oñate
    Computers and Structures (1990). Vol. 35 (4), pp. 505-522

    Abstract
    In recent years a series of elements based on Reissner-Mindlin assumptions and using discrete (collocation type) constraints has been introduced. These elements have [...]

  • J. Canet, B. Suarez, E. Oñate
    Computers and Structures (1989). Vol. 31 (6), pp. 967-975

    Abstract
    In this paper a finite strip formulation based on Reissner-Mindlin plate theory for dynamic analysis of prismatic shell type structure is presented. Detailed expressions of [...]

  • Computers and Structures (1983). Vol. 17 (3), pp. 427-439

    Abstract
    The behaviour of the linear, quadratic and cubic elements of the Mindlin plate strip family for thick and very thin plate analysis is investigated in this paper. Selective [...]

  • Computers and Structures (1983). Vol. 17 (3), pp. 407-426

    Abstract
    In this paper a finite strip formulation which allows to treat bridges, axisymmetric shells or plate structures of constant transverse cross section in an easily and unified [...]

  • C. Feng, S. Li, E. Oñate
    Engineering Computations (2015). Vol. 32 (4), pp. 1080-1103

    Abstract
    Purpose   – Continuum-based discrete element method is an explicit numerical method, which is a combination of block discrete element method (DEM) [...]

  • Engineering Computations (2008). Vol. 25 (3-4), pp. 385-425

    Abstract
    Purpose – The purpose of this paper is to evaluate the possibilities of the particle finite element method for simulation of free surface flows. Design/methodology/approach [...]

  • E. Oñate, P. Cendonya, J. Canet
    Engineering Computations (2002). Vol. 19 (5-6), pp. 662-706

    Abstract
    The paper describes the application of the simple rotation‐free basic shell triangle (BST) to the non‐linear analysis of shell structures using an explicit dynamic formulation. [...]

  • E. Oñate, R. Taylor, O. Zienkiewicz, J. Rojek
    Engineering Computations (2003). Vol. 20 (5-6), pp. 629-658

    Abstract
    In this paper, a residual correction method based upon an extension of the finite calculus concept is presented. The method is described and applied to the solution of a scalar [...]

  • H. Tschöpe, P. Wriggers, E. Oñate
    Engineering Computations (2003). Vol. 20 (5-6), pp. 611-628

    Abstract
    The subject of this paper is the computation of instability points in mechanical problems with the finite element method. The objective is to extend the application of critical [...]

  • H. Tschöpe, P. Wriggers, E. Oñate
    Engineering Computations (2003). Vol. 20 (5-6), pp. 611-628

    Abstract
    The subject of this paper is the computation of instability points in mechanical problems with the finite element method. The objective is to extend the application of critical [...]

  • Engineering Computations (2003). Vol. 20 (5-6), pp. 583-600

    Abstract
    The extended Delaunay tessellation (EDT) is presented in this paper as the unique partition of a node set into polyhedral regions defined by nodes lying on the nearby Voronoï [...]

  • A. Heege, P. Alart, E. Oñate
    Engineering Computations (1995). Vol. 12 (7), pp. 641-656

    Abstract
    A consistent formulation for unilateral contact problems including frictional work hardening or softening is proposed. The approach is based on an augmented Lagrangian approach [...]

  • Engineering Computations (1995). Vol. 12 (3), pp. 245-262

    Abstract
    This paper shows a generalization of the classic isotropic plasticity theory to be applied to orthotropic or anisotropic materials. This approach assumes the existence of [...]

  • Engineering Computations (1993). Vol. 10 (6), pp. 543-561

    Abstract
    A general methodology for deriving thin plate bending elements with a single degree of freedom per node is presented. The formulation is based on the combination of a standard C0 [...]

  • Engineering Computations (2010). Vol. 27 (1), pp. 20-56

    Abstract
    The field of fluid-structure interaction (FSI) has important applications ranging from the bio-medical to the civil and aeronautical engineering fields. Despite the different [...]

  • Engineering Computations (1993). Vol. 10 (4), pp. 307-321

    Abstract
    The concepts of solution error and optimal mesh in adaptive finite element analysis are revisited. It is shown that the correct evaluation of the convergence rate of the error [...]

  • E. Oñate, H. Tschöpe, P. Wriggers
    Engineering Computations (2001). Vol. 18 (3-4), pp. 642-662

    Abstract
    The paper describes the extension of the critical displacement method (CDM), presented by Oñate and Matias in 1996, to the instability analysis of structures with [...]

  • B. Suarez, J. Canet, E. Oñate
    Engineering Computations (1988). Vol. 5 (2), pp. 158-164

    Abstract
    A unified approach for the vibration analysis of curved or straight prismatic plates and bridges and axisymmetric shells using a finite strip method based in Reissner—Mindlin [...]

  • E. Oñate, S. Oller, J. Oliver, J. Lubliner
    Engineering Computations (1988). Vol. 5 (4), pp. 309-319

    Abstract
    A constitutive model based on classical plasticity theory for non‐linear analysis of concrete structures using finite elements is presented. The model uses the typical parameters [...]

  • Computational Mechanics (2018). Published online

    Abstract
    In this work a stabilized mixed formulation for the solution of non-linear solid mechanics problems in nearly-incompressible conditions is presented. In order to deal with [...]

  • Y. Bazilevs, K. Kamran, G. Moutsanidis, D. Benson, E. Oñate
    Computational Mechanics (2017). Vol. 60 (1), pp. 83-100

    Abstract
    In this two-part paper we begin the development of a new class of methods for modeling fluid–structure interaction (FSI) phenomena for air blast. We aim to develop accurate, [...]

  • E. Ortega, R. Flores, E. Oñate, S. Idelsohn
    Computational Mechanics (2017). Vol. 60 (2), pp. 219-233

    Abstract
    An a-posteriori error estimate with application to inviscid compressible flow problems is presented. The estimate is a surrogate measure of the discretization error, obtained [...]

  • Computational Mechanics (2015). Vol. 55 (5), pp. 903-920

    Abstract
    Numerically stable formulas are presented for the closed-form analytical solution of the X-IVAS scheme in 3D. This scheme is a state-of-the-art particle-based explicit exponential [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (2), 28

    Abstract
    In this research, the free surface of micro film of hexyl alcohol on a partially submerged rotating drum has been predicted using CFD (computational fluid dynamics) and compared [...]

  • G. Casas, E. Oñate, R. Rossi
    Monograph CIMNE (2018). M181

    Abstract
    In this work we study the numerical simulation of particle-laden fluids, with an emphasis on Newtonian fluids and spherical, rigid particles. Our general strategy consists [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (3), 45

    Abstract
    In the present paper, the application of optimization techniques –via FRF– is developed for determining modal parameters by means of the identification method [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (2), 29

    Abstract
    The Colombian building code, NSR-10, specifies three methods for estimating wind loads on structures: a) a Simplified Method, b) an Analytical Method and c) Wind Tunnel Testing. [...]

  • F. Zarate, A. Gomez, E. Oñate
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 14

    Abstract
    This paper describes a computation methodology to evaluate the ultimate strength and fracture of concrete samples and structures and its application to four typical tests [...]

  • L. Medina, M. Farias, L. Rasmussen, C. Recarey
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 18

    Abstract
    The Discrete Element Method (DEM) appears as one of the most attractive methods for understanding general geotechnical problems and specifically the behavior of rocks due [...]

  • Análise comparativa dos Métodos Aproximados de Dimensionamento de Pilares Esbeltos de Concreto (2018). ARAUJO, L, J.; Dos Santos ; BARBOSA, W. C. S. . ANÁLISE COMPARATIVA DOS MÉTODOS APROXIMADOS DE DIMENSIONAMENTO DE PILARES ESBELTOS DE CONCRETO. In: 60º Congresso Brasileiro do Concreto, 2018, Foz do Iguaçu. 60º Congresso Brasileiro do Concreto, 2018.

    Abstract
    The present work seeks to analyze the simplified procedures described in ABNT NBR 6118: 2014 for the design of slender columns of reinforced concrete. The standard presents [...]

  • C. Baron, S. Rivera
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (3), 34

    Abstract
    The term Microgrid refers to a power system in a small scale, made of active elements operating between them, namely renewable and traditional generation, energy storage and [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (3), 35

    Abstract
    Concrete gravity dams have trapezoidal shape in their cross section and shall guarantee the global stability against acting loads like hydrostatic and uplift pressures through [...]

  • S. Vargas, D. Rodriguez, S. Rivera
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 16

    Abstract
    This document presents an analysis in the development of a new mathematical formulation with which it will be possible to determine, through probabilistic approaches, the [...]

  • CROSS-SECTION OPTIMIZATION OF CONCRETE GRAVITY DAMS USING GENETIC ALGORITHMS (2017). XXXVIII Ibero-Latin American Congress on Computational Methods in Engineering

    Abstract
    Concrete gravity dams are the most commonly used hydraulic structures in engineering, for the designer these structures, the overall stability (external forces) must be guaranteed [...]

  • J. Larrey-Ruiz, J. Morales-Sánchez, L. Larrey-Ruiz
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 27

    Abstract
    Image registration methods are used to establish geometrical correspondences between different datasets. Various characteristics of image data can be exploited to drive image [...]

  • D. Peña Orozco, S. Agudelo, L. Rivera
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (2), 31

    Abstract
    Supply chains are systems characterized by inter-organizational and inter-functional relationships where the markets dynamics and lack of will towards collaborative relationships, [...]

  • R. Portillo Vélez, L. Marín-Urias, J. Vazquez-Santacruz, A. Miguelena, A. Marin-Hernandez
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 25

    Abstract
    Due to the balancing generated by the natural dynamics and disturbances during the march of a biped robot, it is difficult to predict its position at a certain moment along [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 15

    Abstract
    The hydraulic systems that distribute water to users have an important role in their quality of life. For this reason, the precise determination of the friction factor in [...]

  • A. Villota, R. Codina
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 6

    Abstract
    In this paper we present stabilized finite element formulations to solve the scalar convection-diffusion-reaction equation in the case of small diffusion. On the one hand, [...]

  • R. Portillo Vélez, J. Vásquez-Santacruz, L. Marín-Urías, A. Vargas, P. García-Ramírez, J. Morales-de-la-Mora, A. Vite-Morales, E. Gutierrez-Domínguez
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 12

    Abstract
    This work presents a simpler numerical design method for efficiency maximization of an Hydraulic Jet Pump (HJP) for oil-well extraction process, considering its hydraulic [...]

  • N. López, R. Ugel, R. Herrera
    Gaceta Técnica (2019). Vol. 19, 4

    Abstract
    This research presents the behavior of a real scale experimental column-beam joint formed by three reinforced concrete elements, 1 column and 2 beams, attached to a structural [...]

  • R. Herrera, S. Botello, H. Esqueda, M. Moreles
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 2

    Abstract
    We revisit the theory of Discrete Exterior Calculus (DEC) in 2D for general triangulations, relying only on Vector Calculus and Matrix Algebra. We present DEC numerical solutions [...]

  • J. San Mauro, M. Toledo, F. Salazar, F. Caballero
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 3

    Abstract
    Wedge shaped blocks spillways are an innovative solution that allows spilling over the downstream shoulder of earth and rock-fill dams in a safe way. However, they have been [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 24

    Abstract
    This article is focused on the study of a micro-macro LaTIn based Domain Decomposition Method (LaTIn-DDM) for the prediction of the nonlinear behavior of slender composite [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 11

    Abstract
    The seismic response of tensile membrane structures (TMS) is investigated. To the authors knowledge, this is the first study on TMSs subjected to a seismic record reported [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 23

    Abstract
    This paper proposes an efficient and robust algorithm for solving a physical orthotropy problem. The algorithm is based on choosing the most efficient restriction operator [...]

  • C. Millan, J. Filho
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 26

    Abstract
    Structural optimization aims to design structures under certain constraints to achieve better behavior and have a proper manufacturing cost. This type of optimization corresponds [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (3), 41

    Abstract
    Composite structures have not been able to compete in Spain with more conventional prestressed concrete bridges in the lower range of medium spans (30 - 90 m.). In this context, [...]

  • R. Zaltron, F. Neves
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 10

    Abstract
    The analysis of structures in the frequency domain has been gaining ground in the last decades, first, because of the computational development and strategies to evaluate [...]

  • Z. Yuan, S. Huo, J. Ren
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 4

    Abstract
    A rapid aeroelasticity optimization method based on the stiffness characteristics was proposed in the present study. Large time expense in static aeroelasticity analysis based [...]

  • V. Tomašević, M. Tomašević, S. Bojanic
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (2), 33

    Abstract
    For some applications that use pseudorandom numbers it is essential to keep the record of numbers generated so far. Such a representative example is cryptanalytic TMTO approach. [...]

  • G. Quaranta, E. Lopez, E. Abisset-Chavanne, J. Duval, A. Huerta, F. Chinesta
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 20

    Abstract
    Structural Health Monitoring is of major interest in many areas of structural mechanics. This paper presents a new approach based on the combination of dimensionality reduction [...]

  • C. Miguel, J. Hernández-Gómez, G. Urriolagoitia-Sosa, B. Romero-Ángeles, L. Martínez-Sáez
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 22

    Abstract
    In this work, design, manufacture and surgical success of a personalised temporomandibular prosthesis is featured. A fused deposition modelling technique and Die forging process [...]

  • F. Wang, Z. Wei, B. Xu
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 9

    Abstract
    '''High-frequency vibration can result in failure of the working blades. So suppressing vibration failure of blades becomes more and more important. Damping performance [...]

  • P. Alcaíno, H. Santa-María
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 7

    Abstract
    The structural monitoring, which is becoming increasingly common, makes it necessary to choose one or more methods of processing and analyzing the obtained data. This choice [...]

  • Y. Liu, X. Ren, H. Liu
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 13

    Abstract
    By the integral finite element analysis of elasto-plastic constitutive relationship, the process of crack formation and development of the T-shaped frame joint in reinforced [...]

  • Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 19

    Abstract
    A new numerical model for the structural assessment of gravity dams by means of a semi-discrete approach is proposed. Gravity dams are massive structures, which their stability [...]

  • S. Cano-Rodríguez, J. Gonzalez-Barbosa, F. Ornelas-Rodríguez, J. Hurtado-Ramos, O. Icasio-Hernández
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 17

    Abstract
    In this work we present an active positioning system for 3D scan of interior parts. The design of the proposed system consists of two modules: an active 2D dimensional system [...]

  • C. Acosta, O. Carvente-Muñoz, F. Peñuñuri-Anguiano, M. Zambrano-Arjona, G. Rivadeneyra-Gutiérrez
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 5

    Abstract
    It is well know that the Sun position, measured over the heart surface is a function of the latitude and the hour of a particular day. Usually, the Sun follows a different [...]

  • M. Gonzalez-Aviles, J. AVILES, H. CAMPUZANO
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 21

    Abstract
    This document describes the development of a thermal model to explain the behavior of a solar concentration cooker. The model is presented in terms of a coupled system consisting [...]

  • L. Flores-Herrera, R. Rivera-Blas, J. Pérez-Cruz, N. Muñoz-Aguirre, C. Torres-Martínez, M. Carbajal-Romero, R. Vargas-Carmona, M. Funes-Lora
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 1

    Abstract
    In this work, the study of smoke fire transportation inside of a subway passenger platform is presented. The study includes a set of numerical simulations to observe the behavior [...]

  • M. LIMA, P. ROCHA, R. SILVEIRA, K. SILVA
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (2), 30

    Abstract
    The present work has as main objective to perform elastic-linear analyzes through a computational program with numerical approach of the strut-and-tie model using a formulation [...]

  • G. Augusto Pianezzer, L. Gramani, E. Kaviski
    Rev. int. métodos numér. cálc. diseño ing. (2019). Vol. 35, (1), 8

    Abstract
    The present work develops a model of computer simulation of the actual properties of concrete under the action of alkali-silica reaction. Obtains a computational representation [...]

  • D. Baumgärtner, J. Wolf, R. Rossi, R. Wüchner, P. Dadvand
    Monograph CIMNE (2015). M152

    Abstract
    Designing large ultra-lightweight structures within a fluid flow, such as inflatable hangars in an atmospheric environment, requires an analysis of the naturally occurring [...]