Forward Stagewise Naive Bayes

The naïve Bayes approach is a simple but often satisfactory method for supervised classification. In this paper, we focus on the naïve Bayes model and propose the application of regularization techniques to learn a naïve Bayes classifier. The main contribution of the paper is a stagewise version of the selective naïve Bayes, which can be considered a regularized version of the naïve Bayes model. We call it forward stagewise naïve Bayes. For comparison’s sake, we also introduce an explicitly regularized formulation of the naïve Bayes model, where conditional independence (absence of arcs) is promoted via an L 1/L 2-group penalty on the parameters that define the conditional probability distributions. Although already published in the literature, this idea has only been applied for continuous predictors. We extend this formulation to discrete predictors and propose a modification that yields an adaptive penalization. We show that, whereas the L 1/L 2 group penalty formulation only discards irrelevant predictors, the forward stagewise naïve Bayes can discard both irrelevant and redundant predictors, which are known to be harmful for the naïve Bayes classifier. Both approaches, however, usually improve the classical naïve Bayes model’s accuracy.

Dynamic analysis using finite elements to calculate the critical wear section of the contact wire in suburban railway overhead conductor rails

The purpose of this study is to determine the critical wear levels of the contact wire of the catenary on metropolitan lines. The study has focussed on the zones of contact wire where localised wear is produced, normally associated with the appearance of electric arcs. To this end, a finite element model has been developed to study the dynamics of pantograph-catenary interaction. The model includes a zone of localised wear and a singularity in the contact wire in order to simulate the worst case scenario from the point of view of stresses. In order to consider the different stages in the wire wear process, different depths and widths of the localised wear zone were defined. The results of the dynamic simulations performed for each stage of wear let the area of the minimum resistant section of the contact wire be determined for which stresses are greater than the allowable stress. The maximum tensile stress reached in the contact wire shows a clear sensitivity to the size of the local wear zone, defined by its width and depth. In this way, if the wear measurements taken with an overhead line recording vehicle are analysed, it will be possible to calculate the potential breakage risk of the wire. A strong dependence of the tensile forces of the contact wire has also been observed. These results will allow priorities to be set for replacing the most critical sections of wire, thereby making maintenance much more efficient. The results obtained show that the wire replacement criteria currently borne in mind have turned out to be appropriate, although in some wear scenarios these criteria could be adjusted even more, and so prolong the life cycle of the contact wire.

Asymptotically Toeplitz Hessenberg Operators and the Rieman mapping

In a recent work the authors have established a relation between the limits of the elements of the diagonals of the Hessenberg matrix D associated with a regular measure, whenever those limits exist, and the coe?cients of the Laurent series expansion of the Riemann mapping ?(z) of the support supp(?), when this is a Jordan arc or a connected nite union of Jordan arcs in the complex plane C. We extend here this result using asymptotic Toeplitz operator properties of the Hessenberg matriz.

Construcción automática de grafos RDF a partir de frases en lenguaje natural para la integración de bases de datos heterogéneas

El presente trabajo desarrolla un servicio REST que transforma frases en lenguaje natural a grafos RDF. Los grafos generados son grafos dirigidos, donde los nodos se forman con los sustantivos o adjetivos de las frases, y los arcos se forman con los verbos. Se utiliza dentro del proyecto p-medicine para dar soporte a las siguientes funcionalidades: Búsquedas en lenguaje natural: actualmente la plataforma p-medicine proporciona un interfaz programático para realizar consultas en SPARQL. El servicio desarrollado permitiría generar esas consultas automáticamente a partir de frases en lenguaje natural. Anotaciones de bases de datos mediante lenguaje natural: la plataforma pmedicine incorpora una herramienta, desarrollada por el Grupo de Ingeniería Biomédica de la Universidad Politécnica de Madrid, para la anotación de bases de datos RDF. Estas anotaciones son necesarias para la posterior traducción de las bases de datos a un esquema central. El proceso de anotación requiere que el usuario construya de forma manual las vistas RDF que desea anotar, lo que requiere mostrar gráficamente el esquema RDF y que el usuario construya vistas RDF seleccionando las clases y relaciones necesarias. Este proceso es a menudo complejo y demasiado difícil para un usuario sin perfil técnico. El sistema se incorporará para permitir que la construcción de estas vistas se realice con lenguaje natural. ---ABSTRACT---The present work develops a REST service that transforms natural language sentences to RDF degrees. Generated graphs are directed graphs where nodes are formed with nouns or adjectives of phrases, and the arcs are formed with verbs. Used within the p-medicine project to support the following functionality: Natural language queries: currently the p-medicine platform provides a programmatic interface to query SPARQL. The developed service would automatically generate those queries from natural language sentences. Memos databases using natural language: the p-medicine platform incorporates a tool, developed by the Group of Biomedical Engineering at the Polytechnic University of Madrid, for the annotation of RDF data bases. Such annotations are necessary for the subsequent translation of databases to a central scheme. The annotation process requires the user to manually construct the RDF views that he wants annotate, requiring graphically display the RDF schema and the user to build RDF views by selecting classes and relationships. This process is often complex and too difficult for a user with no technical background. The system is incorporated to allow the construction of these views to be performed with natural language.

La deformación del tipo Construcción de bóvedas no-canónicas en España (siglos XVI-XVIII)

Una bóveda no canónica es una bóveda que se adapta a una forma distinta de aquella para la que ha sido inicialmente concebida. Bóvedas raras, anormales, no convencionales, habitualmente consideradas excepciones o casos particulares, resultan ser más frecuentes de lo inicialmente esperado. El interés por este tipo de bóvedas surge a raíz de una investigación inicial sobre las bóvedas empleadas para cubrir espacios de planta anular, como en el caso de las girolas de las iglesias. Sin embargo, el problema de la bóveda anular no puede ser abordado directamente, sino como parte de una investigación más general sobre bóvedas que se deforman para adaptarse a una situación anómala. El análisis de las posibilidades que un determinado tipo de bóveda brinda para resolver el abovedamiento de espacios de planta irregular, trascendiendo el problema de la planta anular, es lo que da origen a esta investigación. La cuestión de las bóvedas deformadas forma parte de un contexto mayor, el de la deformación en arquitectura abovedada. Ante una contradicción, la deformación de la bóveda es sólo una de las posibles opciones que esta arquitectura ofrece para resolver un problema de deformación. La tesis se estructura en dos partes: en la primera parte se analizan los conceptos de forma y deformación en el contexto de la arquitectura abovedada con objeto de sentar las bases para una teoría de las bóvedas no canónicas. El objetivo es establecer un punto de partida para la investigación en un campo que todavía no había sido abordado. En la segunda parte se analizan tres tipos de bóveda desde la perspectiva de las bóvedas no canónicas, a partir de un estudio de casos de bóvedas en España entre los siglos XVI y XVIII. El estudio de la deformación en arquitectura abovedada se centra en el problema de la girola, por tratarse de un caso generalizado de deformación, directamente relacionado con el problema de las bóvedas irregulares y cuyo estudio, llamativamente, no había sido llevado a cabo hasta la fecha. Se propone una primera aproximación al problema de la girola, desde un punto de vista puramente morfológico, al margen de consideraciones históricas. En el caso de las bóvedas deformadas, el análisis se centra en tres tipos de bóveda: la bóveda de crucería, la bóveda de arista y la bóveda baída. Estos tres tipos de bóveda, aunque basadas en criterios formales distintos, están íntimamente relacionados entre sí. Por un lado permiten resolver el mismo problema –planta cuadrada delimitada por arcos–, por otro lado es posible establecer una relación formal entre la bóveda de arista y la bóveda baída a través de la bóveda de crucería. El estudio de casos recogido en la segunda parte de la tesis se fundamenta en dos líneas de investigación, la primera sobre soluciones teóricas de bóvedas no convencionales propuestas en los manuscritos y tratados de cantería, y la segunda sobre bóvedas efectivamente construidas, tratado de establecer una comparación entre teoría y práctica, confrontando el grado de relación entre ambas. Sin embargo este doble análisis sólo se ha podido llevar a cabo en contadas ocasiones. Constatamos que las bóvedas no canónicas reflejadas en los tratados son pocas y apenas se han llevado a la práctica, mientras que las soluciones construidas no responden a modelos teóricos propuestos, manifestando un divorcio entre teoría y práctica. El estudio de estas bóvedas permite poner en cuestión la definición tradicional que relaciona los conceptos de ‘bóveda’ y ‘superficie’. Al iniciar el trabajo nos encontramos con un modelo teórico extremadamente rígido que deja fuera un gran número de bóvedas, obligando a agruparlas bajo el término «no canónicas». El trabajo realizado pone en evidencia lo limitado del modelo. El problema no está en la presencia de bóvedas anómalas, que no se adaptan al modelo tradicionalmente propuesto, sino en la extrema rigidez del modelo. ABSTRACT A non canonical vault is a vault adapted to a different form from that for which was originally conceived. These rare, abnormal, unconventional vaults are usually considered as exceptions or special cases. However they prove to be more frequent than it was initially expected. Interest in this type of vaults arises from an initial research on the vaults used to roof annular spaces, such as ambulatories. Nevertheless, the annular vault question cannot be addressed directly, but as a part of a broader research on distorted vaults; a research on vaults deformed to conform an anomalous layout. The analysis of the possibilities that a particular type of vault provides to solve the vaulting of an irregular layout, beyond the problem of the annular plan is the origin of this research. The argument of deformed vaults is part of a greater context, the context of deformation in vaulted architecture. Facing a contradiction, deforming a vault is just one of the options that vaulted architecture offers to solve a problem of deformation. This dissertation is organised in two parts: in the first part we analyse the concepts of form and deformation in the context of vaulted architecture in order to lay the foundations for a non canonical vaults theory. The objective is to establish a starting point for future research in a field that has not been addressed yet. In the second part, we analyse three types of vault from the perspective of non canonical vaults, based on a case study of Spanish vaults between the 16th and 18th Centuries. The analysis of deformation in vaulted architecture focuses on the question of the ambulatory, because it is a generalized example of deformation, directly related to the problem of irregular vaults. Remarkably, the analysis of these spaces had not been conducted to date. We propose a first approach to the question of the ambulatory, from a purely morphological point of view, setting aside historical considerations. The analysis of deformed vaults focuses on three types of vault: the groin vault, the ribbed vault and the sail vault. These three types of vault, although based on different formal criteria, are closely related between them. On the one hand, they allow to solve the same problem –a square perimeter limited by arcs-; on the other hand, it is possible to establish a formal relationship between the groin vault and the sail vault through the ribbed vault. The case study presented in the second part of this dissertation is based on two research lines: theoretical non conventional vaults solutions proposed on stonecutting treatises; and currently built vaults. The aim of this double analysis was to establish a comparison between theory and practice, comparing the degree of relationship between them. Nevertheless, this double analysis has only been carried out on rare occasions. It is noted that non canonical vaults reflected in treaties are few and hardly been employed, while the built solutions do not meet proposed theoretical models, expressing a divorce between theory and practice. The analysis of these vaults allows us to question the traditional definition that connects the concepts of 'vault' and 'surface'. When we began this research, we found an extremely rigid theoretical model that leaved out many vaults, forcing to group them under the term of «non canonical vaults». This research evidences the limitations of the model. The problem is not the presence of abnormal vaults, which cannot adapt to the traditional model, but in the very high stiffness of the model.