• C. Felippa, J. DeRuntz
    Computer Methods in Applied Mechanics and Engineering (1985). Vol. 44 (3), pp. 297-337

    Abstract
    This paper describes the theoretical formulation and computational implementation of a method for treating hull cavitation in underwater‐shock problems. In addition, the [...]

  • C. Felippa
    Engineering Computations (1985). Vol. 2 (3), pp. 203-237

    Abstract
    A simplified command line reader suitable for building interactive programs based on Fortran 77 is presented. The reader is a 20:1 condensation of the comprehensive command [...]

  • C. Felippa
    International Journal for Numerical Methods in Engineering (1986). Vol. 22 (1), pp. 267-279

    Abstract
    Iterative methods for solving mixed finite element equations that correct displacement and stress unknowns in ‘staggered’ fashion are attracting increased attention. [...]

  • C. Felippa
    Communications in Applied Numerical Methods (1985). Vol. 1 (5), pp. 726-734

    Abstract
    This paper studies the symmetrization of the problem of coupled vibrations of an acoustic fluid enclosed in an elastic container. The container structure is discretized by [...]

  • C. Felippa
    (1987). Transient/Dynamic Analysis and Constitutive Laws for Engineering Materials

    Abstract
    We present aspects of computer implementation of finite element structural analysis capabilities into a series of concurrent machines. We approach the implementation issues [...]

  • C. Felippa, P. Bergan
    Computer Methods in Applied Mechanics and Engineering (1987). Vol. 61 (2), pp. 129-160

    Abstract
    A new Kirchhoff triangular plate-bending element with nine degrees of freedom is derived. The assumed shape functions are nonconforming and consist of a complete quadratic [...]

  • C. Felippa
    Journal of Applied Mechanics (1987). Vol. 53 (3), pp. 726-728

    Abstract
    The force method of structural analysis was overtaken by the displacement method in the mid Sixties, and has disappeared from the scene for few specialized applications. Virtually [...]

  • C. Felippa
    Journal of Applied Mechanics (1987). Vol. 54 (3), pp. 728-729

    Abstract
    A limit-point treatment is presented which is a synthesis of two earlier techniques. To traverse limit points, Sharifi and Popov (1970) introduced fictitious stiffnesses in [...]

  • C. Felippa
    Communications in Applied Numerical Methods (1988). Vol. 4 (4), pp. 561-563

    Abstract
    The problem of elastoacoustic vibrations of a fluid enclosed in a flexible container leads to a generalized unsymmetric eigensystem of special form. This system can be symmetrized [...]

  • C. Felippa, T. Geers
    Engineering Computations (1988). Vol. 5 (2), pp. 123-133

    Abstract
    Partitioned analysis is a method by which sets of time-dependent ordinary differential equations for coupled systems may be numerically integrated in tandem, thereby avoiding [...]

  • C. Felippa, R. Ohayon
    (1989). Finite element analysis in fluids; Proceedings of the Seventh International Conference on Finite Element Methods in Flow Problems

    Abstract
    A general three-field variational principle is obtained for the motion of an acoustic fluid enclosed in a rigid or flexible container by the method of canonical decomposition [...]

  • C. Felippa
    Communications in Applied Numerical Methods (1989). Vol. 5 (2), pp. 79-88

    Abstract
    A one-parameter family of mixed variational principles for linear elasticity is constructed. This family includes the generalized Hellinger-Reissner and total potential energy [...]

  • C. Felippa
    Communications in numerical methods in engineering (1989). Vol. 5 (2), pp. 89-98

    Abstract
    A one-parameter family of d-generalized hybrid/mixed variational principles for linear elasticity is constructed following a domain subdivision. The family includes the d-generalized [...]

  • C. Felippa
    Journal of Applied Mechanics (1989). Vol. 56 (3), pp. 609-616

    Abstract
    The free formulation of Bergan and Nyga˚rd (1984) has been successfully used in the construction of high-performance finite elements for linear and nonlinear structural analysis. [...]

  • C. Farhat, E. Pramono, C. Felippa
    International Journal for Numerical Methods in Engineering (1989). Vol. 28 (11)

    Abstract
    I/O issues in finite element analysis on parallel processors are addressed. Viable solutions for both local and shared memory multiprocessors are presented. The approach is [...]

  • J. Schuler, C. Felippa
    Computing Systems in Engineering (1990). Vol. 1 (2-4), pp. 273-284

    Abstract
    Electromagnetic finite elements are derived based on a variational principle that uses the electromagnetic four-potential as a primary variable. The Lorentz gage normalization [...]

  • R. Ohayon, C. Felippa
    Journal of Applied Mechanics (1990). Vol. 57 (3), pp. 783-785

    Abstract
    The equations of motion for an acoustic fluid enclosed in a moving or flexible container are studied. It is shown that the determination of the reference state must account [...]

  • C. Felippa
    Engineering Computations (1990). Vol. 7 (2), pp. 173-177

    Abstract
    The formulation and programming of the six‐node, curved isoparametric triangle in plane stress is presented. This is intended to fill an apparent vacuum in the open finite [...]

  • C. Militello, C. Felippa
    Computers and Structures (1990). Vol. 34 (3), pp. 439-444

    Abstract
    In Part II the four-node C0 plate bending element is used to explore some of the possibilities opened by the theory presented in Part I [C. Militello and C. A. Felippa, Comput. [...]

  • G. Skeie, C. Felippa
    International Journal of Space Structures (1991). Vol. 6 (2), pp. 77-98

    Abstract
    We investigate procedures for detecting and traversing bifurcation points that occur in the geometrically nonlinear analysis of elastic structures. In particular, we study [...]

  • C. Militello, C. Felippa
    (1991). The finite element method in the 1990’s. Springer, Berlin, Heidelberg.

    Abstract
    The subject of the patch test for finite elements retains several unsettled aspects. In particular, the issue of one-element versus multielement tests needs clarification. [...]

  • J. Frangopol, S. Sture, C. Felippa
    Journal of Structural Engineering (1991). Vol. 117 (9), pp. 2690-2707

    Abstract
    This is the second part of an investigation on probabilistic finite element methods for nonlinear concrete structures. The study is concentrated on two reinforced concrete [...]

  • J. Teigen, D. Frangopol, S. Sture, C. Felippa
    Journal of Structural Engineering (1991). Vol. 117 (9), pp. 2674

    Abstract
    This is the first part of an investigation on probabilistic finite element methods for nonlinear concrete structures under random loads. The formulation of a method that accounts [...]

  • C. Felippa, R. Ohayon
    Journal of Fluids and Structures (1990). Vol. 4 (1), pp. 35-57

    Abstract
    A general three-field variational principle is obtained for the motion of an acoustic fluid enclosed in a rigid or flexible container by the method of canonical decomposition [...]

  • C. Militello, C. Felippa
    Computers and Structures (1990). Vol. 34 (3), pp. 431-438

    Abstract
    The assumed natural strain (ANS) formulation of finite elements has undergone rapid development over the past five years. The key formulation step is the replacement, [...]

  • J. Schuler, C. Felippa
    Finite Elements in Analysis and Desing (1990). Vol. 6 (4), pp. 321-339

    Abstract
    We derive electromagnetic finite elements based on a variational principle that uses the electromagnetic four-potential as primary variable. This choice is used to construct [...]

  • C. Militello, C. Felippa
    Computer Methods in Applied Mechanics and Engineering (1991). Vol. 93 (2), pp. 217-246

    Abstract
    New elements are derived to validate and assess the assumed natural deviatoric strain (ANDES) formulation. This is a brand new variant of the assumed natural strain (ANS) [...]

  • C. Felippa, C. Militello
    Computers and Structures (1990). Vol. 36 (1), pp. 1-11

    Abstract
    High-performance (HP) elements are simple finite elements constructed to deliver engineering accuracy with coarse arbitrary grids. This paper is part of a series on [...]

  • C. Felippa, J. DeRuntz
    Computers and Structures (1991). Vol. 41 (4), pp. 669-686

    Abstract
    This paper studies three-dimensional finite elements for modeling acoustic fluid volumes using the displacement potential formulation. These elements find application [...]

  • C. Felippa, C. Militello
    Finite Elements in Analysis and Desing (1992). Vol. 12 (3-4), pp. 189-201

    Abstract
    This is the second article in a three-part series on the construction of 3-node, 9-dof membrane elements with normal-to-its-plane rotational freedoms (the so-called [...]

  • K. Alvin, H. Fuente, B. Haugen, C. Felippa
    Finite Elements in Analysis and Desing (1992). Vol. 12 (3-4), pp. 163-187

    Abstract
    This paper is the first of a three-part series that studies the formulation of 3-node, 9-dof membrane elements with normal-to-element-plane rotations (the so-called drilling [...]

  • C. Felippa
    International Journal of Solids and Structures (1992). Vol. 29 (1), pp. 57-68

    Abstract
    A parametrized five-field variational principle that can accommodate both compressible and incompressible hyperelasticity is presented. The primary variables are mean [...]

  • C. Felippa
    International Journal of Solids and Structures (1992). Vol. 29 (22), pp. 2709-2721

    Abstract
    A parametrized six-field variational principle for micropolar compressible linear elasticity is presented. The primary variables are symmetric and skew stresses, symmetric [...]

  • C. Felippa, S. Alexander
    Finite Elements in Analysis and Desing (1992). Vol. 12 (3-4), pp. 203-239

    Abstract
    This paper completes a three-part series on the formulation of 3-node, 9-dof membrane triangles with corner drilling freedoms based on parametrized variational principles. [...]

  • J. Cervenka, S. Keating, C. Felippa
    Computer Methods in Applied Mechanics and Engineering (1993). Vol. 9 (11), pp. 925-932

    Abstract
    Three strain recovery techniques are investigated in the framework of the mixed iterative method. The need for appropriate strain recovery for low-order elements is shown. [...]

  • L. Crivelli, C. Felippa
    International Journal for Numerical Methods in Engineering (1993). Vol. 36 (21), pp. 3647-3673

    Abstract
    A three-dimensional, geometrically non-linear, two-node Timoshenko beam element based on the total Lagrangian description is derived. The element behaviour is assumed to be [...]

  • C. Felippa
    Computer Methods in Applied Mechanics and Engineering (1994). Vol. 113 (1-2), pp. 109-139

    Abstract
    This survey paper describes recent developments in the area of parametrized variational principles (PVPs) and selected applications to finite-element computational mechanics. [...]

  • C. Felippa, L. Crivelli, B. Haugen
    Archives of Computational Methods in Engineering (1994). Vol. 1 (1), pp. 1-48

    Abstract
    This article presents a survey of the Core-Congruential Formulation (CCF) for geometrically nonlinear mechanical finite elements based on the Total Lagrangian (TL) kinematic [...]

  • J. Schuler, C. Felippa
    Computing Systems in Engineering (1994). Vol. 5 (3), pp. 227-237

    Abstract
    Part II of a two part paper discusses an incremental-iterative nonlinear solution technique for solving the nonlinear finite element equations of the superconducting state [...]

  • J. Schuler, C. Felippa
    Computing Systems in Engineering (1994). Vol. 5 (3), pp. 215-225

    Abstract
    The present work is part of a research program for the numerical simulation of electromagnetic (EM) fields within conventional Ginzburg-Landau (GL) superconductors. The final [...]

  • C. Felippa
    International Journal for Numerical Methods in Engineering (1994). Vol. 37 (13), pp. 2159-2187

    Abstract
    Fifty years elapsed since the appearance of the title paper, in Bull. Am. Math. Soc., 49, 1-23 (1943), and twenty six since my original encounter with it. I first read it [...]

  • C. Felippa, B. Haugen, C. Militello
    International Journal for Numerical Methods in Engineering (1995). Vol. 38 (2), pp. 199-229

    Abstract
    This paper starts a sequence of three articles that follow an unconventional approach in finite element research. The ultimate objective is to construct high-performance elements [...]

  • C. Felippa
    Finite Element in Analysis and Design (1995). Vol. 21 (1-2), pp. 45-74

    Abstract
    Concepts and techniques from the field of Parametrized Variational Principles (PVPs) are extended to Matrix Structural Analysis (MSA). Free parameters are used as weighting [...]

  • C. Felippa
    Computational Mechanics (1996). Vol. 18 (3), pp. 159-174

    Abstract
    This paper gives an introduction to the formulation of parametrized variational principles (PVPs) in mechanics. This is complemented by more advanced material describing selected [...]

  • F. Castro, C. Miitello, C. Felippa
    Computational Mechanics (1997). Vol. 20 (4), pp. 285-294

    Abstract
    We investigate the use of Parametrized Variational Principles (PVP) in linear structural dynamics. Our main objective is to assess whether the free parameters can be used [...]

  • C. Felippa, K. Park, J. Black, D. Meza
    Journal of Public Economics (1997). Vol. 66 (3), pp. 409-424

    Abstract
    This paper shows that in the presence of costly state verification, directly or indirectly subsidising entry to risky occupations may benefit everyone. The result holds even [...]

  • M. Justino, K. Park, C. Felippa
    International Journal for Numerical Methods in Engineering (1997). Vol. 40 (15), pp. 2739-2758

    Abstract
    This paper presents the algorithmic performance of an algebraically partitioned Finite Element Tearing and Interconnection (FETI) method presented in a companion paper. A [...]

  • K. Park, M. Justino, C. Felippa
    International Journal for Numerical Methods in Engineering (1997). Vol. 40 (15), pp. 2717-2737

    Abstract
    An algebraically partitioned FETI method for the solution of structural engineering problems on parallel computers is presented. The present algorithm consists of three [...]

  • C. Felippa, K. Park
    Computer Methods in Applied Mechanics and Engineering (1997). Vol. 149 (1-4), pp. 319-337

    Abstract
    We present a Direct Flexibility Method (DFM) for the solution of finite element equations. This method is based on a decomposition of the finite element model into substructures, [...]

  • K. Park, C. Felippa
    Journal of Applied Mechanics (1998). Vol. 65 (1), pp. 242-249

    Abstract
    We present a variational framework for the development of partitioned solution algorithms in structural mechanics. This framework is obtained by decomposing the discrete virtual [...]

  • C. Felippa
    (1998). IUTAM Symposium on Computational Methods for Unbounded Domains. Fluid Mechanics and Its Applications, vol 49. Springer, Dordrecht.

    Abstract
    The present abstract was motivated by the search for clean yet nontrivial benchmark problems for wave propagation and scattering in an infinite acoustic medium. The submerged [...]

  • C. Felippa, K. Park, M. Justino
    Computers and Structures (1998). Vol. 68 (4), pp. 411-418

    Abstract
    We present generalizations of the classical structural flexibility matrix. Direct or indirect computation of flexibilities as ‘influence coefficients’ has [...]

  • C. Felippa, C. Militello
    Computational Mechanics (1999). Vol. 24 (1), pp. 1-13

    Abstract
    A finite element template is a parametrized algebraic form that reduces to specific finite elements by setting numerical values to the free parameters. The present study [...]

  • C. Felippa
    (1999). Computational Mechanics in Structural Engineering, pp. 141-155

    Abstract
    High performance (HP) elements are simple finite elements constructed to deliver engineering accuracy with arbitrary coarse meshes. This chapter reviews original developments [...]

  • K. Park, C. Felippa, U. Gumaste
    Computational Mechanics (2000). Vol. 24 (6), pp. 476-490

    Abstract
    This paper describes a novel version of the method of Lagrange multipliers for an improved modeling of multi-point constraints that emanate from contact-impact problems, partitioned [...]

  • K. Park, C. Felippa
    International Journal for Numerical Methods in Engineering (2000). Vol. 47 (1-3), pp. 395-418

    Abstract
    A continuum‐based variational principle is presented for the formulation of the discrete governing equations of partitioned structural systems. This application includes [...]

  • C. Felippa
    Journal of Applied Mechanics. (2000). Vol. 67 (1), pp. 217-219

    Abstract
    The general canonical functional of linear elastostatics is associated with the names of Hu and Washizu, who published it independently in 1955. This note discusses how that [...]

  • C. Felippa
    (2001). Trends in computational structural mechanics.

    Abstract
    This paper illustrates, through a worked out example, the application of finite element templates to construct high performance bending elements for vibration and buckling [...]

  • K. Park, C. Felippa, G. Rebel
    (2001). Trends in computational structural mechanics, pp. 1-13

    Abstract
    This is a tutorial paper that outlines, through a benchmark example, an efiective method for coupling nonmatched flnite element meshes. Coupling is done through a displacement [...]

  • R. Ohayon, C. Felippa
    Computer Methods in Applied Mechanics and Engineering (2001). Vol. 190 (24-25), pp. 2977-2978

    Abstract
     The computer based simulation of Fluid-Structure Interaction (FSI) problems has historical and practical importance in computational mechanics. FSI was one of the first [...]

  • C. Felippa
    Engineering Computations (2001). Vol. 18 (1-2), pp. 286-303

    Abstract
    Teaches by example the application of finite element templates in constructing high performance elements. The example discusses the improvement of the mass and geometric stiffness [...]

  • K. Park, C. Felippa, R. Ohayon
    Computer Methods in Applied Mechanics and Engineering (2001). Vol. 190 (24-25), pp. 2989-3007

    Abstract
    A partitioned formulation of compressible internal fluid–structure interaction problems is presented by employing a displacement model for both the fluid and structure. [...]

  • C. Felippa, K. Park, C. Farhat
    Computer Methods in Applied Mechanics and Engineering (2001). Vol. 190 (s24-25), pp. 3247-3270

    Abstract
    This is a tutorial article that reviews the use of partitioned analysis procedures for the analysis of coupled dynamical systems. Attention is focused on the computational [...]

  • C. Felippa
    Computers and Structures (2001). Vol. 79 (14), pp. 1313-1324

    Abstract
    The evolution of matrix structural analysis (MSA) from 1930 through 1970 is outlined. Highlighted are major contributions by Collar and Duncan, Argyris, and Turner, which [...]

  • C. Felippa
    Computational and Technology Resources (2002). Paper 20

    Abstract
    We present a procedure for matching a displacement field to a given strain field, or vice- versa, over an arbitrary domain, which can be a finite element. The fitting criterion [...]

  • C. Felippa, K. Park
    Computer Methods in Applied Mechanics and Engineering (2002). Vol. 191 (19-20), pp. 2139-2168

    Abstract
    This article considers a generalization of the classical structural flexibility matrix. It expands on previous papers by taking a deeper look at computational considerations [...]

  • K. Park, C. Felippa, G. Rebel
    International Journal for Numerical Methods in Engineering (2002). Vol. 53 (9), pp. 2117-2142

    Abstract
    A simple and effective algorithm for the modular construction of non-matched interfaces is presented for the partitioned solution of large-scale structural problems. The formulation [...]

  • G. Rebel, K. Park, C. Felippa
    International Journal for Numerical Methods in Engineering (2002). Vol. 54 (2), pp. 263-297

    Abstract
    The non-penetration condition in contact problems is traditionally based on the classical Lagrange multiplier method. This method makes extensive use of modelling details [...]

  • C. Felippa
    Computer Methods in Applied Mechanics and Engineering (2003). Vol. 192 (16-18), pp. 2125-2168

    Abstract
    This article compares derivation methods for constructing optimal membrane triangles with corner drilling freedoms. The term “optimal” is used in the sense [...]

  • C. Felippa
    (2003). Proceedings Second MIT Conference on Compurational Fluid and Solid Mechanics, Pages 254-257

    Abstract
    This chapter discusses the possibility to develop a quadrilateral called Unidirectional Bending-Optimal Quadrilateral Panel (UBOQP) that passes the patch test for any geometry [...]

  • C. Felippa
    Engineering Computations (2004). Vol. 21 (8), pp. 867-890

    Abstract
    This paper presents a set of Mathematica modules that organizes numerical integration rules considered useful for finite element work. Seven regions are considered: line segments, [...]

  • C. Felippa, B. Haugen
    Computer Methods in Applied Mechanics and Engineering (2005). Vol. 194 (21-24), pp. 2285-2335

    Abstract
    This paper presents a unified theoretical framework for the corotational (CR) formulation of finite elements in geometrically nonlinear structural analysis. The key assumptions [...]

  • J. González, K. Park, C. Felippa
    Computer Methods in Applied Mechanics and Engineering (2005). Vol. 22 (4), pp. 319-333

    Abstract
    Interface treatment methods for the contact problem between non-matching meshes have traditionally been based on a direct coupling of the contacting solids employing a master–slave [...]

  • C. Felippa
    Computer Methods in Applied Mechanics and Engineering (2006). Vol. 195 (41-43), pp. 5316-5342

    Abstract
    A universal template for a 4-node quadrilateral in plane stress is constructed using a combination of old and new techniques. The use of natural quantities, strongly advocated [...]

  • C. Felippa
    Journal of Aerospace Engineering (2006). Vol. 19 (4), pp. 241-258

    Abstract
    This paper is a tutorial exposition of the template approach to the construction of customized mass-stiffness pairs for selected applications in structural dynamics. The exposition [...]

  • J. González, K. Park, C. Felippa
    International Journal for Numerical Methods in Engineering (2007). Vol. 69 (10), pp. 2058-2074

    Abstract
    The equations produced by the finite and boundary element methods in structural mechanics are expressed in different variables and cannot be linked without modifications. [...]

  • M. Ross, M. Sprague, C. Felippa, K. Park
    Computer Methods in Applied Mechanics and Engineering (2009). Vol. 198 (9-12), pp. 986-1005

    Abstract
    This paper is a sequel on the topic of localized Lagrange multipliers (LLM) for applications of fluid–structure interaction (FSI) between finite-element models of an [...]

  • J. González, K. Park, C. Felippa, R. Abascal
    Computer Methods in Applied Mechanics and Engineering (2008). Vol. 197 (6-8), pp. 623-640

    Abstract
    This paper presents a unified formulation for the combination of the finite element method (FEM) and the boundary element method (BEM) in 3D frictional contact problems [...]

  • M. Ross, C. Felippa, K. Park, M. Sprague
    Computer Methods in Applied Mechanics and Engineering (2008). Vol. 197 (33-40), pp. 3057-3079

    Abstract
    A new concept is presented for modeling the dynamic interaction between an acoustic fluid and an elastic structure. The coupling of this multiphysics system is done by inserting [...]

  • N. Cortivo, C. Felippa, H. Bavestrello, W. Silva
    Computer Methods in Applied Mechanics and Engineering (2009). Vol. 198 (5-8), pp. 758-798

    Abstract
    This study reveals an analysis of plastic buckling and collapse of thin shell structures. For this purpose, the co-rotational and layered plastic model as well as ANDES (Assumed [...]

  • K. Park, C. Felippa, R. Ohayon
    International Journal for Numerical Methods in Engineering (2009). Vol. 77 (8), pp. 1072-1099

    Abstract
    This paper addresses the dynamics and quasi‐statics of floating flexible structures as well as extensions to unconstrained substructures and partitions of coupled mechanical [...]

  • K. Park, R. Ohayon, C. Felippa, J. González
    Computer Methods in Applied Mechanics and Engineering (2010). Vol. 199 (9-12), pp. 723-733

    Abstract
    This paper presents a partitioned modeling of internal and gravity fluid waves that interact with flexible structures. The governing interaction model consists of three [...]

  • J. González, K. Park, I. Lee, C. Felippa, R. Ohayon
    International Journal for Numerical Methods in Engineering (2012). Vol. 92 (3), pp. 260-300

    Abstract
    A partitioned, continuum‐based, internal fluid–structure interaction (FSI) formulation is developed for modeling combined sloshing, acoustic waves, and the presence [...]

  • M. Gholizadeh, M. Sivaselvan, C. Felippa
    Finite Elements in Analysis and Desing (2013). Vol. 69, pp. 62-72

    Abstract
    This paper describes a computational approach suitable for combined material and geometrically nonlinear analysis by the Finite Element Method. Its main advantage is reuse: [...]

  • M. Gholizadeh, M. Sivaselvan, C. Felippa
    International Journal for Numerical Methods in Engineering (2013). Vol. 95 (2), pp. 145-180

    Abstract
    This paper describes an eight‐node, assumed strain, solid‐shell, corotational element for geometrically nonlinear structural analysis. The locally linear kinematics of [...]

  • C. Felippa, Q. Guo, K. Park
    Archives of Computational Methods in Engineering (2015). Vol. 22 (1), pp. 1-65

    Abstract
    This article is a tutorial exposition of the template approach to the construction of customized mass-stiffness pairs for selected applications in structural dynamics. The [...]

  • J. González, R. Kolman, S. Cho, C. Felippa, K. Park
    International Journal for Numerical Methods in Engineering (2017). Vol. 113 (2), pp. 277-295

    Abstract
    An efficient method for generating the mass matrix inverse of structural dynamic problems is presented, which can be tailored to improve the accuracy of target frequency [...]

  • J. Gawad, I. Iaconeta, S. Bhogireddy, B. Cooman, P. Hernaut, A. Lebedev, G. Wierink
    Materials Science Forum (2019). Vol. 949, pp. 32-39

    Abstract
    In this work we apply a numerical inverse analysis procedure based on the ICME framework to ensure a required microstructure and combination of properties in the quenched [...]

  • S. Bouziane, H. Bouzerd
    Salah Bouziane's personal collection (2020). 1

    Abstract
    The interfacial crack in bimaterials is a very interesting problem for composite materials and which has received particular attention from several researchers. In this study, [...]

  • Rev Vzlana Salud Pub (2020). 9

    Abstract
    Estamos viviendo tiempo de pandemia de un virus tipo coronavirus el COVID 19, causante de una enfermedad que si bien el 80% de la población cursa como una gripe cualquiera [...]

  • A. Elías, D. Eduardo, D. Esthefany
    Rev Vzlana Salud Pub (2020). 8

    Abstract
    El Doctor Oswaldo Valdivia nació en 1937 en Arequipa, Perú. En 1958 inició sus estudios en la carrera de medicina, en el primer año nació [...]

  • M. Yesenia, C. Salvador, J. Erika
    Rev Vzlana Salud Pub (2020). 7

    Abstract
    El presente ensayo está fundamentado en el desarrollo de un cuerpo de argumentaciones de la realidad en la agroalimentación y la salud pública. Se sustenta [...]

  • B. Giovanna, M. Ahimara
    Rev Vzlana Salud Pub (2020). 6

    Abstract
    La medicina del estilo de vida (MdelEV) ha ganado relevancia en la prevención, el tratamiento y la reversión de la mayoría de las enfermedades crónicas, [...]

  • S. Carolina, T. Zulay
    Rev Vzlana Salud Pub (2020). 5

    Abstract
    Las zoonosis como resultado de un proceso en el que intervienen diversos factores y están relacionados con variables epidemiológicas, económicas y sociales, [...]

  • M. Villa, J. -Jiménez, M. Villamil-Gallego,, Á. Quintero-Echeverri, C. Robledo
    Rev Vzlana Salud Pub (2020). 4

    Abstract
    El termino envejecimiento activo es relativamente novedoso y muy poco conocido a pesar de que en los últimos tiempos se ha hablado mucho de esto. El presente trabajo [...]

  • R. Devera,, A. Soares, D. Rayarán, I. Amaya, Y. Blanco
    Rev Vzlana Salud Pub (2020). 3

    Abstract
    La presencia simultánea de varios parásitos puede tener importancia clínica-epidemiológica y también podría determinar la conducta [...]

  • R. Vicencina, A. Jesús, B. Celis, C. Carlos, D. Nelson, D. Esthefany, E. al
    Revista Venezolana de Salud Publica (2020). http://revistas.ucla.edu.ve/index.php/rvsp

    Abstract
    Social loneliness has been shown to be closely related to the health status of the population. The present research assessed the prevalence of arterial hypertension and its [...]

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    (Select a year).

  • M. Adaucio, M. Mariela.
    Rev Vzlana Salud Pub (2020). 2

    Abstract
    El objetivo fue determinar la capacidad del índice circunferencia abdominal – talla para predecir dos o más alteraciones clínico-metabólicas, [...]

  • A. Noryesca, M. Najul
    Rev Vzlana Salud Pub (2020). 1

    Abstract
    La presente investigación tuvo como objetivo determinar las características de los accidentes de trabajo y discapacidad en los policías Municipales de [...]