998 resultados para Prensa gráfica local


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We present a new technique for audio signal comparison based on tonal subsequence alignment and its application to detect cover versions (i.e., different performances of the same underlying musical piece). Cover song identification is a task whose popularity has increased in the Music Information Retrieval (MIR) community along in the past, as it provides a direct and objective way to evaluate music similarity algorithms.This article first presents a series of experiments carried outwith two state-of-the-art methods for cover song identification.We have studied several components of these (such as chroma resolution and similarity, transposition, beat tracking or Dynamic Time Warping constraints), in order to discover which characteristics would be desirable for a competitive cover song identifier. After analyzing many cross-validated results, the importance of these characteristics is discussed, and the best-performing ones are finally applied to the newly proposed method. Multipleevaluations of this one confirm a large increase in identificationaccuracy when comparing it with alternative state-of-the-artapproaches.

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Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume (this volume) summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

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Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume (this volume) provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

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Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume (this volume) introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

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ABSTRACT: BACKGROUND: Local adaptation can drive the divergence of populations but identification of the traits under selection remains a major challenge in evolutionary biology. Reciprocal transplant experiments are ideal tests of local adaptation, yet rarely used for higher vertebrates because of the mobility and potential invasiveness of non-native organisms. Here, we reciprocally transplanted 2500 brown trout (Salmo trutta) embryos from five populations to investigate local adaptation in early life history traits. Embryos were bred in a full-factorial design and raised in natural riverbeds until emergence. Customized egg capsules were used to simulate the natural redd environment and allowed tracking the fate of every individual until retrieval. We predicted that 1) within sites, native populations would outperform non-natives, and 2) across sites, populations would show higher performance at 'home' compared to 'away' sites. RESULTS: There was no evidence for local adaptation but we found large differences in survival and hatching rates between sites, indicative of considerable variation in habitat quality. Survival was generally high across all populations (55% +/- 3%), but ranged from 4% to 89% between sites. Average hatching rate was 25% +/- 3% across populations ranging from 0% to 62% between sites. CONCLUSION: This study provides rare empirical data on variation in early life history traits in a population network of a salmonid, and large-scale breeding and transplantation experiments like ours provide powerful tests for local adaptation. Despite the recently reported genetic and morphological differences between the populations in our study area, local adaptation at the embryo level is small, non-existent, or confined to ecological conditions that our experiment could not capture.

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Este trabajo representa una prueba piloto de una parte del futuro trabajo de investigación al que me dedicaré durante el doctorado.Se trata concretamente de poner a prueba ciertas estructuras lingüísticas escogidaspara el análisis de artículos periodísticos, a través de un análisis de una muestrareducida de 20 artículos del periódico El País.El análisis de prensa tiene como objetivo, dentro del marco más amplio de la futuratesis doctoral, identificar la construcción lingüística de la identidad nacional italianadentro de la prensa española, describirla e identificar las estrategias discursivas que la rigen.Esta prueba piloto ha demostrado que las estructuras lingüísticas escogidas eranapropiadas (temas, predicación del sujeto, adjetivación, adverbios, colecciones desentidos, figuras del discurso y posición del enunciante con respecto al discurso), pero también ha sacado a luz la necesidad de una metodología de análisis constantementeredefinida según los textos que constituyen el corpus, una redefinición in itinereconstante.También se ha podido describir los elementos que componen el concepto de la identidad nacional italiana tal y como se representa en la prensa española (aunque hay que recordar que la muestra es demasiado pequeña para ser considerada representativa).Finalmente, se ha identificado una coherencia global en los artículos de la muestra en servir una macro-estrategia de transformación de la identidad nacional italiana que hemos definido como metamorfosis a peor, desde un pasado glorioso hacia un presente y futuro próximo de decadencia.

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El Sáhara Occidental, el último territorio del mundo pendiente de descolonización, hasufrido durante treinta años el olvido de España y la invasión marroquí. Por ello, elmovimiento nacionalista saharaui ha intentado acceder a la agenda política ymediática española para obtener una solución política al conflicto y el apoyo de laopinión pública de nuestro país.El presente proyecto de investigación propone un acercamiento totalmente inédito; el conflicto saharaui desde el punto de vista comunicativo. A través de las teorías de la agenda-setting y el framing se propone analizar qué marcos políticos ha construido el movimiento saharaui a lo largo de los últimos treinta años y qué incidencia ha obtenido en la prensa nacional española a través de los marcos mediáticos.

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El present projecte de recerca té com a objecte d’estudi la influència de la composició gràfica de la interfície en la satisfacció de l’usuari en entorns web. La hipòtesi inicial de la que parteix exposa que el component compositiu de la interfície web té capacitat per generar satisfacció a partir de la transmissió de valors emocionals que connecten positivamentamb l’usuari millorant l’eficiència de la comunicació. En aquest sentit, es proposa una investigació de caràcter experimental que ens permeti descobrir com influeix la composició gràfica en la satisfacció, i quines composicions i per què tenen més influència que d’altres. D’aquesta manera, es pretén constituir un marc de reflexió al voltant de les possibilitats comunicatives visuals de la interfície web i aportar nous coneixements pel seu desenvolupament.

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The core objective of this research process was to design an operational tool for place brand analysis. By modelling the emotional significance and the deeper-lying symbols associated to a specific place identity I expected to create a semiotic tool that could be applied, mutatis mutandis, on other similar place brands. As a field case study to develop the instrument, my choice of the research arena was Barcelona city, the capital of Catalonia Autonomous Community, Spain. Barcelona brand identity was approached in the line of the Chicago Urban Anthropology School. The research methods were designed according to the prescriptions of the urban anthropology, namely qualitative methods: in-depth interviews and discourse analysis. The final research outcome was a model summarizing a range of specific emotional values that support a place brand to position in the collective mindset and to assume a positively valued status and identity in the world order.

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En este trabajo se presenta un proyecto para realizar el análisis de la reacción española aún durante el Franquismo ante la Revolución de los Claveles en Portugal. Esta Revolución terminó con el anterior régimen dictatorial. La reacción española será analizada a través de su propia prensa diaria, sobre todo a través de diarios publicados en Madrid y en Barcelona. Se buscará definir cual la relevancia concedida por la prensa a los hechos portugueses, y cual su postura frente el cambio portugués. Para eso se analizarán los diarios madrileños ABC, Informaciones, Arriba y Pueblo, y los diarios barceloneses La Vanguardia Española y Tele/eXpres.

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En el contexto de la Sociedad red (Castells: 2007) los medios constituyen referentesfacultados para reproducir discursos socialmente legitimados. La inseguridad ciudadana y el temor hacia el otro son algunos de los tópicos recurrentes de estos discursos. Esto puede contribuir con laestigmatización de ciertos grupos y los barrios urbanos en los que habitan.Este trabajo analiza el discurso periodístico sobre el Raval de Barcelona con el fin de determinar cuáles son las estrategias que emplean los diarios de referencia para describir al barriodurante un periodo específico de crisis económica (2010).La investigación se fundamenta en la premisa teórica de que los discursos mediáticosinfluyen en las percepciones que tienen los receptores acerca de los otros y de su entorno. La investigación se articula a partir de tres ejes de análisis: el estudio de la relación entre el contexto yel medio de comunicación, el análisis crítico del discurso periodístico y la recepción de este discurso.

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During a blood meal, Lutzomyia intermedia sand flies transmit Leishmania braziliensis, a parasite causing tegumentary leishmaniasis. In experimental leishmaniasis, pre-exposure to saliva of most blood-feeding sand flies results in parasite establishment in absence of any skin damages in mice challenged with dermotropic Leishmania species together with saliva. In contrast, pre-immunization with Lu. intermedia salivary gland sonicate (SGS) results in enhanced skin inflammatory exacerbation upon co-inoculation of Lu. intermedia SGS and L. braziliensis. These data highlight potential unique features of both L. braziliensis and Lu. intermedia. In this study, we investigated the genes modulated by Lu. intermedia SGS immunization to understand their potential impact on the subsequent cutaneous immune response following inoculation of both SGS and L. braziliensis. The cellular recruitment and global gene expression profile was analyzed in mice repeatedly inoculated or not with Lu. intermedia. Microarray gene analysis revealed the upregulation of a distinct set of IFN-inducible genes, an immune signature not seen to the same extent in control animals. Of note this INF-inducible gene set was not induced in SGS pre-immunized mice subsequently co-inoculated with SGS and L. braziliensis. These data suggest the parasite prevented the upregulation of this Lu. intermedia saliva-related immune signature. The presence of these IFN-inducible genes was further analyzed in peripheral blood mononuclear cells (PBMCs) sampled from uninfected human individuals living in a L. braziliensis-endemic region of Brazil thus regularly exposed to Lu. intermedia bites. PBMCs were cultured in presence or absence of Lu. intermedia SGS. Using qRT-PCR we established that the IFN-inducible genes induced in the skin of SGS pre-immunized mice, were also upregulated by SGS in PBMCs from human individuals regularly exposed to Lu. intermedia bites, but not in PBMCs of control subjects. These data demonstrate that repeated exposure to Lu. intermedia SGS induces the expression of potentially host-protective IFN-inducible genes.

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En este trabajo presentaremos un estudio de caso para examinar las estrategias más recurridas de negación del racismo en el discurso periodístico. Tomando las herramientas del Análisis Crítico del Discurso (ACD), examinaremos una serie de noticias nacionales que negaban una misma acusación de racismo referente a un hecho acontecido durante los Juegos Olímpicos de 2008. Exploraremos las formas y efectos que tiene la negación por parte de la prensa deportiva y veremos cómo refleja a su vez estrategias etnocentristas de representación social. Reflexionaremos también sobre el papel que esta forma de discurso puede desempeñar posteriormente en la opinión pública, relacionándolo finalmente como una manifestación discursiva del llamado “nuevo racismo”.

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La escritora salmantina Carmen Martín Gaite (1925-2000) compaginó su dedicación a la novela con la publicación de casi trescientos artículos en la prensa durante la segunda mitad del siglo XX. Estos años corresponden al “lento desentumecerse de la España de la posguerra para desembocar en la de la televisión y el consumo”, en palabras de la propia autora.Este estudio pretende analizar la mirada de Martín Gaite sobre estos cambios comunicativos y sociales, a la vez que quiere abordar la vertiente periodística de la escritora, sólo estudiada hasta el momento por José Teruel. Partiremos de la hipótesis de que Carmen Martín Gaite revela en sus artículos una relación ambigua con los medios de comunicación: unas veces se muestra entusiasmada por el periodismo mientras que en otras ocasiones se trasluce una visión despectiva de los mass media, especialmente de los audiovisuales.