Irrevocabilidad Relajada para Memoria Transaccional Hardware

Los sistemas comerciales que ofrecen memoria transaccional (TM) implementan un sistema hardware best-effort (BE-HTM) con limitaciones. Es necesario programar un fallback software basado en cerrojos para asegurar el progreso de la aplicación. En este artículo se propone un nuevo tipo de irrevocabilidad hardware (un modo transaccional que marca las transacciones como no abortables) para hacer frente a las limitaciones de los sistemas BE-HTM de una manera mas eficiente, y para liberar a al usuario de tener que programar un fallback. Se basa en el concepto de suscripción relajada utilizada o en el contexto de la programación de fallbacks basada o en cerrojos, donde la transacción se suscribe al cerrojo al final de la misma en lugar de al principio. El mecanismo de irrevocabilidad relajada hardware no involucra cambios en el protocolo de coherencia y se compara con su homólogo software, que proponemos como un fallback con suscripción relajada de espera escapada. También proponemos la irrevocabilidad relajada con anticipación, un mecanismo que no se puede implementar en software, y que mejora el rendimiento de las aplicaciones con múltiples reemplazos de bloques transaccionales de caché. La evaluación de las propuestas se lleva a cabo con el simulador Simics/GEMS junto con la suite de benchmarks STAMP, y se obtiene una mejora de rendimiento sobre el fallback del 14% al 28% para algunos benchmarks.

EFFECTIVE FUNCTION CHOICE IN THE R SCRIPTING LANGUAGE

This project examines the current available work on the explicit and implicit parallelization of the R scripting language and reports on experimental findings for the development of a model for predicting effective points for automatic parallelization to be performed, based upon input data sizes and function complexity. After finding or creating a series of custom benchmarks, an interval based on data size and time complexity where replacement becomes a viable option was found; specifically between O(N) and O(N3) exclusive. As data size increases, the benefits of parallel processing become more apparent and a point is reached where those benefits outweigh the costs in memory transfer time. Based on our observations, this point can be predicted with a fair amount of accuracy using regression on a sample of approximately ten data sizes spread evenly between a system determined minimum and maximum size.

Improved inference in the evaluation of mutual fund performance using bootstrap methods

Two new methodologies are introduced to improve inference in the evaluation of mutual fund performance against benchmarks. First, the benchmark models are estimated using panel methods with both fund and time effects. Second, the non-normality of individual mutual fund returns is accounted for by using panel bootstrap methods. We also augment the standard benchmark factors with fund-specific characteristics, such as fund size. Using a dataset of UK equity mutual fund returns, we find that fund size has a negative effect on the average fund manager’s benchmark-adjusted performance. Further, when we allow for time effects and the non-normality of fund returns, we find that there is no evidence that even the best performing fund managers can significantly out-perform the augmented benchmarks after fund management charges are taken into account.

Evaluation of Iowa's public mental health system : task two report, 1998

The purpose of this evaluation is to assess the performance of Iowa's mental health system in relation to current standards, benchmarks and best practices found in public health systems in the United States.

Perfil epidemiológico y análisis de la formulación antibiótica en pacientes con infección urinaria nosocomial en la Fundación Cardioinfantil en el año 2014

Introducción: La IVU es muy frecuenten en la (FCI - IC), Alrededor el 60% de los pacientes con diagnóstico de IVU nosocomial corresponden a gérmenes resistente, Desde el año 2010 el CLSI disminuyó los puntos de corte de sensibilidad en las enterobacteriaceae y removió la necesidad de tamizaje y confirmación de (BLEE), en el presente trabajo se pretende determinar el perfil epidemiológico de la formulación antibiótica en pacientes con IVU nosocomial. Diseño: Se realizó un estudio observacional analítico de corte transversal. Métodos: Se realizó un análisis univariado, bivariado y multivariado. El análisis bivariado y multivariado se realizó para determinar la medida de asociación teniendo en cuenta la formulación de Carbapenemico la variable dependiente, evaluándose mediante chi cuadrado. Resultados: Se revisaron 131 urocultivos, se incluyeron 116. Los aislamientos microbiológicos más frecuentemente encontrados fueron E. Coli y K. Pneumoniae, el 43.4% de los aislamientos, presentaron expresión de BLEE, 90% de los aislamientos fueron sensibles a Cefepime. La mayoría de los modelos obtenidos mostraron una fuerte asociación entre el reporte de BLEE en antibiograma con la formulación de carbapenémicos como terapia final OR 33,12 IC 95% (2,90 – 337,4). Conclusión: La epidemiologia de la IVU nosocomial en la FCI-IC no difiere de las referencias internacionales, no hay adherencia a las guías de manejo intrahospitalario y el reporte de la palabra BLEE en el antibiograma predice la formulación de antibiótico carbapenémico por el médico que lee el urocultivo

A finite-strain solid–shell using local Löwdin frames and least-squares strains

A finite-strain solid–shell element is proposed. It is based on least-squares in-plane assumed strains, assumed natural transverse shear and normal strains. The singular value decomposition (SVD) is used to define local (integration-point) orthogonal frames-of-reference solely from the Jacobian matrix. The complete finite-strain formulation is derived and tested. Assumed strains obtained from least-squares fitting are an alternative to the enhanced-assumed-strain (EAS) formulations and, in contrast with these, the result is an element satisfying the Patch test. There are no additional degrees-of-freedom, as it is the case with the enhanced-assumed-strain case, even by means of static condensation. Least-squares fitting produces invariant finite strain elements which are shear-locking free and amenable to be incorporated in large-scale codes. With that goal, we use automatically generated code produced by AceGen and Mathematica. All benchmarks show excellent results, similar to the best available shell and hybrid solid elements with significantly lower computational cost.

A finite-strain solid–shell using local Löwdin frames and least-squares strains

A finite-strain solid–shell element is proposed. It is based on least-squares in-plane assumed strains, assumed natural transverse shear and normal strains. The singular value decomposition (SVD) is used to define local (integration-point) orthogonal frames-of- reference solely from the Jacobian matrix. The complete finite-strain formulation is derived and tested. Assumed strains obtained from least-squares fitting are an alternative to the enhanced-assumed-strain (EAS) formulations and, in contrast with these, the result is an element satisfying the Patch test. There are no additional degrees-of-freedom, as it is the case with the enhanced- assumed-strain case, even by means of static condensation. Least-squares fitting produces invariant finite strain elements which are shear-locking free and amenable to be incorporated in large-scale codes. With that goal, we use automatically generated code produced by AceGen and Mathematica. All benchmarks show excellent results, similar to the best available shell and hybrid solid elements with significantly lower computational cost.

A novel two-stage discrete crack method based on the screened Poisson equation and local mesh refinement

We propose an alternative crack propagation algo- rithm which effectively circumvents the variable transfer procedure adopted with classical mesh adaptation algo- rithms. The present alternative consists of two stages: a mesh-creation stage where a local damage model is employed with the objective of defining a crack-conforming mesh and a subsequent analysis stage with a localization limiter in the form of a modified screened Poisson equation which is exempt of crack path calculations. In the second stage, the crack naturally occurs within the refined region. A staggered scheme for standard equilibrium and screened Poisson equa- tions is used in this second stage. Element subdivision is based on edge split operations using a constitutive quantity (damage). To assess the robustness and accuracy of this algo- rithm, we use five quasi-brittle benchmarks, all successfully solved.

Damage and fracture algorithm using the screened Poisson equation and local remeshing

We propose a crack propagation algorithm which is independent of particular constitutive laws and specific element technology. It consists of a localization limiter in the form of the screened Poisson equation with local mesh refinement. This combination allows the cap- turing of strain localization with good resolution, even in the absence of a sufficiently fine initial mesh. In addition, crack paths are implicitly defined from the localized region, cir- cumventing the need for a specific direction criterion. Observed phenomena such as mul- tiple crack growth and shielding emerge naturally from the algorithm. In contrast with alternative regularization algorithms, curved cracks are correctly represented. A staggered scheme for standard equilibrium and screened equations is used. Element subdivision is based on edge split operations using a given constitutive quantity (either damage or void fraction). To assess the robustness and accuracy of this algorithm, we use both quasi-brittle benchmarks and ductile tests.

CAMBIO EN EL USO DEL SUELO EN GENERAL VIEJO DE PEREZ ZELEDON

El presente trabajo es un intento de análisis de las características geográficas de sector de Valle del General. Para delimitar el área se tomó la confluencia del río Buena Vista con el Chirripó; o sea, a partir de donde se origina el río General, hasta confluencia de éste con el río Peñas Blancas, esto es, la margen izquierda del río General, entre las cotas 500 m hacia el sur del área y la de 100m al norte. El área de estudio tiene una superficie de 87.8 km²  3.251 habitantes (mapa nº 1). Se expande por la izquierda del río General y tiene como centro de atracción al antiguo pueblo de General Viejo, entre Rivas y las Juntas de Pacuar; en general, coincide con los limites político-administrativos de del distrito segundo del cantón de Pérez Zeledón. Se pretende, también, aplicar el método de trabajo de la geografía regional. Por eso, el plan de trabajo elaborado contempla el aspecto físico y humano. En el conjunto de la estructura productiva, se toma como base los cambios ocurridos en el uso del suelo entre 1973-1979; en este sentido, se pretende dar una explicación global de los elementos que intervinieron para que operaran dichos cambios y la explicación de ello en función del sistema económico imperante.   SUMMARY This article intent to analyze the geographic characteristics of sector of the General Valley. The junction of Buena Vista and Chirripó rivers was chosen in order to delimit the area; or in other words, starting from the origin of the General river to its junction with the Peñas Blancas river, that corresponds to the left margin of the General river, between the benchmarks 500 meters to the south of the area and 1000 meters to the north. The area being studied has a surface area of 87.7 square kilometers and a total of 3.251 habitants (map nº 1). Expansion occurs on the left side of the General River whose center of attraction is the old town of General Viejo, located between Rivas and the Juntas Pacuar; in general, it coincides with the political-administrative limits of the second district of Perez Zeledon canton. The application of the work method used in regional geography is also contemplated. As such, the elaborated work plan takes into account the human and physical aspects. In the combined total of the production structure, the changes that occurred in the land use between the years 1973-1979, was chosen as a base; in this sense, a global explanation is given of the elements that intervened in order to make possible such changes and of the functions of the current economic system.       RESUME Ce travail concerne seulement un secteur de la Vallée de El General, délimité comme suit : de la confluence du Rio Buena Vista et du Rio Chirripó, dont l’union donne naissance au Rio General, jusqu’i au confluence de ce Dornier avec son affluent le Rio Peñas Blancas. Il correspond à la rive gauche du General, entre les côtes 1.000 au nord, prés de Rivas, et 500 au sud (Juntas de Pacuar) courne 87.8 km² et compte 3.251 hab (carte nº 1). Il s’étend autour de l’ancien petit centre rural, El General Viejo, et coïncide plus ou moins, avec le district Nº 2 du Canton de Pérez Zeledón. On y applique la méthode d’analyse de la géographique régionale, à la fois sur les plans humain et physique, pour définir son organisation de production et son évolution entre 1973-1979, surtout pour ce qui concerne l’utilisation des terres; évolution à laquelle on présente une explication globale en fonction du système ecónomique.