Séneca, didascalias y voluntad de representación

De las múltiples problemáticas planteadas por la obra trágica de Séneca, una de las que más polémica causa es la cuestión de la representación de sus obras. Numerosos y admirados eruditos han debatido hasta el cansancio sobre este tema, a menudo utilizando los mismos argumentos para tesis encontradas (Pociña, Andrés, 'Una vez más sobre la representación de las tragedias de Séneca', Emerita 41, 1973, 297-308.). En este trabajo intentamos corremos de esta discusión histórico-arqueológica para enfocamos en el entramado textual mismo en busca de pasajes claramente performativos (meso y microdidascalias textuales) que revelan una 'voluntad de representación', al menos primigenia, por parte del autor, más allá de si las obras fueron representadas o no alguna vez. El teatro antiguo tiene por convención la enunciación efectiva de las acciones escénicas y,a la vez, toda acción performativa tiene su correlato en el discurso. Estos pasajes cumplen la función de didascalias internas y responden a una voluntad del autor de influir en la representación (Issacharof, Michael, 'Voix, autorité, didascalies', Poétique 96, 1993, 463-474). La presencia de meso y microdidascalias, relevantes y fundamentales para el desarrollo dramático y trágico, son la huella rastreable de que existió una 'voluntad de representación' por parte de Séneca, al menos en el momento de creación y concepción poética de sus tragedias

¿Es relevantemente libre el trabajador en el capitalismo (contemporáneo)? : Observaciones sobre la perspectiva de Gerald Cohen

El artículo presenta en primer lugar la argumentación de Gerald Cohen, que minimiza el papel de la coacción que cada proletario experimenta debido a las circunstancias del trabajo asalariado, y en consecuencia niega el carácter opresivo de la explotación capitalista. En segundo término, examina algunas críticas que cuestionan tal argumentación o la veracidad de su premisa, así como las réplicas del autor. Finalmente, sostiene que Cohen no logra hacer convincente su tesis principal, debido a que no tiene en cuenta relevantes distinciones en torno al concepto de libertad, fragmentariamente formuladas por Marx y desarrolladas de forma consistente por Sen

Séneca, didascalias y voluntad de representación

De las múltiples problemáticas planteadas por la obra trágica de Séneca, una de las que más polémica causa es la cuestión de la representación de sus obras. Numerosos y admirados eruditos han debatido hasta el cansancio sobre este tema, a menudo utilizando los mismos argumentos para tesis encontradas (Pociña, Andrés, 'Una vez más sobre la representación de las tragedias de Séneca', Emerita 41, 1973, 297-308.). En este trabajo intentamos corremos de esta discusión histórico-arqueológica para enfocamos en el entramado textual mismo en busca de pasajes claramente performativos (meso y microdidascalias textuales) que revelan una 'voluntad de representación', al menos primigenia, por parte del autor, más allá de si las obras fueron representadas o no alguna vez. El teatro antiguo tiene por convención la enunciación efectiva de las acciones escénicas y,a la vez, toda acción performativa tiene su correlato en el discurso. Estos pasajes cumplen la función de didascalias internas y responden a una voluntad del autor de influir en la representación (Issacharof, Michael, 'Voix, autorité, didascalies', Poétique 96, 1993, 463-474). La presencia de meso y microdidascalias, relevantes y fundamentales para el desarrollo dramático y trágico, son la huella rastreable de que existió una 'voluntad de representación' por parte de Séneca, al menos en el momento de creación y concepción poética de sus tragedias

¿Es relevantemente libre el trabajador en el capitalismo (contemporáneo)? : Observaciones sobre la perspectiva de Gerald Cohen

El artículo presenta en primer lugar la argumentación de Gerald Cohen, que minimiza el papel de la coacción que cada proletario experimenta debido a las circunstancias del trabajo asalariado, y en consecuencia niega el carácter opresivo de la explotación capitalista. En segundo término, examina algunas críticas que cuestionan tal argumentación o la veracidad de su premisa, así como las réplicas del autor. Finalmente, sostiene que Cohen no logra hacer convincente su tesis principal, debido a que no tiene en cuenta relevantes distinciones en torno al concepto de libertad, fragmentariamente formuladas por Marx y desarrolladas de forma consistente por Sen

An Oka principle for equivariant isomorphisms

Let G be a reductive complex Lie group acting holomorphically on normal Stein spaces X and Y, which are locally G-biholomorphic over a common categorical quotient Q. When is there a global G-biholomorphism X → Y? If the actions of G on X and Y are what we, with justification, call generic, we prove that the obstruction to solving this local-to-global problem is topological and provide sufficient conditions for it to vanish. Our main tool is the equivariant version of Grauert's Oka principle due to Heinzner and Kutzschebauch. We prove that X and Y are G-biholomorphic if X is K-contractible, where K is a maximal compact subgroup of G, or if X and Y are smooth and there is a G-diffeomorphism ψ : X → Y over Q, which is holomorphic when restricted to each fibre of the quotient map X → Q. We prove a similar theorem when ψ is only a G-homeomorphism, but with an assumption about its action on G-finite functions. When G is abelian, we obtain stronger theorems. Our results can be interpreted as instances of the Oka principle for sections of the sheaf of G-biholomorphisms from X to Y over Q. This sheaf can be badly singular, even for a low-dimensional representation of SL2(ℂ). Our work is in part motivated by the linearisation problem for actions on ℂn. It follows from one of our main results that a holomorphic G-action on ℂn, which is locally G-biholomorphic over a common quotient to a generic linear action, is linearisable.

Process of Expropriation of Buildings for the Construction of the New Dock of the Port of Cartagena (Spain) in the 18th Century

The need of the Bourbon monarchy to build a Naval Base in the Bay of Cartagena (Spain) during the eighteenth century, implied performing various actions on the environment which allowed the construction of the new dock. One of the priority actions was the transformation of the watershed of the streams that flowed into Mandaraches´s sea. For this reason, a dike was designed and constructed in the northern part of the city. The design of this great work, which was designed as a fortification of the city, was subject to considerable uncertainties. Its proximity to the city involved the demolition of several buildings in the San Roque´s neighborhood. The greater or lesser number of affected buildings and the value of the just indemnification for the expropriation of them, become decisive factors to determine if the work was viable for the Royal Estate or not.

Comparing fuzzy and intelligent PI controllers in stop-and-go manoeuvres

The aim of this work was twofold: on the one hand, to describe a comparative study of two intelligent control techniques-fuzzy and intelligent proportional-integral (PI) control, and on the other, to try to provide an answer to an as yet unsolved topic in the automotive sector-stop-and-go control in urban environments at very low speeds. Commercial vehicles exhibit nonlinear behavior and therefore constitute an excellent platform on which to check the controllers. This paper describes the design, tuning, and evaluation of the controllers performing actions on the longitudinal control of a car-the throttle and brake pedals-to accomplish stop-and-go manoeuvres. They are tested in two steps. First, a simulation model is used to design and tune the controllers, and second, these controllers are implemented in the commercial vehicle-which has automatic driving capabilities-to check their behavior. A stop-and-go manoeuvre is implemented with the two control techniques using two cooperating vehicles.

The time variable in the calculation of building structures. How to extend the working life until the 100 years?

The idea that a building and consequently its structure is for a lifetime has stopped being a reference. CTE establishes that the life utility of a normal construction structure should be of 50years. If the time variable is introduced in the calculation of actions on structures, seems evident thatdifferent values can be used for a standard building, for a provisional structure with ≤ 10 years of life utility or for a monumental building with a life utility of 100 years. The present presentation follows at all moment, the directives and formulations given in the different structural Eurocodes, till the moment not included in the CTE. Finally the values of the actions that must be used to extend the life utility of a building until. 100 years will be deduced, also it suitability and e conomic feasibility will be discuss.

Analysis of the operator action and the single failure criteria in a SGTR sequence using best estimate assumptions with TRACE 5.0

Steam Generator Tube Rupture (SGTR) sequences in Pressurized Water Reactors are known to be one of the most demanding transients for the operating crew. SGTR are a special kind of transient as they could lead to radiological releases without core damage or containment failure, as they can constitute a direct path from the reactor coolant system to the environment. The first methodology used to perform the Deterministic Safety Analysis (DSA) of a SGTR did not credit the operator action for the first 30 min of the transient, assuming that the operating crew was able to stop the primary to secondary leakage within that period of time. However, the different real SGTR accident cases happened in the USA and over the world demonstrated that the operators usually take more than 30 min to stop the leakage in actual sequences. Some methodologies were raised to overcome that fact, considering operator actions from the beginning of the transient, as it is done in Probabilistic Safety Analysis. This paper presents the results of comparing different assumptions regarding the single failure criteria and the operator action taken from the most common methodologies included in the different Deterministic Safety Analysis. One single failure criteria that has not been analysed previously in the literature is proposed and analysed in this paper too. The comparison is done with a PWR Westinghouse three loop model in TRACE code (Almaraz NPP) with best estimate assumptions but including deterministic hypothesis such as single failure criteria or loss of offsite power. The behaviour of the reactor is quite diverse depending on the different assumptions made regarding the operator actions. On the other hand, although there are high conservatisms included in the hypothesis, as the single failure criteria, all the results are quite far from the regulatory limits. In addition, some improvements to the Emergency Operating Procedures to minimize the offsite release from the damaged SG in case of a SGTR are outlined taking into account the offsite dose sensitivity results.

The Role of ICT in Scaling Up the Impact of Social Enterprises

Information and Communication Technologies (ICT) can help social enterprises and other organizations working on global sustainability issues and in the human development sector in general scale their social impact. The flexibility, dynamism, and ubiquity of ICTs make them powerful tools for improving relationships among organizations and their beneficiaries, multiplying the effects of action against many, if not all, aspects of global unsustainability, including poverty and exclusion. The scaling of social impact occurs in two different dimensions. On one hand, ICTs can increase the value proposition of a program or action (depth scaling) in different ways: providing accurate and fast needs recognition, adapting products and services, creating opportunities, building fairer markets, mobilizing actions on environmental and social issues, and creating social capital. On the other hand, ICTs can also increase the number of people reached by the organization (breadth scaling) by accessing new resources, creating synergies and networks, improving organizational efficiency, increasing its visibility, and designing new access channels to beneficiaries. This article analyzes the role of ICT in the depth and breadth scaling of social impact.

Planeamiento y políticas de vivienda en el área metropolitana de Madrid durante la democracia (1975-2007)

La tesis analiza la realidad residencial construida en los municipios del Área Metropolitana de Madrid durante la democracia, en términos de localización, cantidad y calidad/cualidad, y su relación con el desarrollo de las políticas de planeamiento y de vivienda. La pregunta central que ha guiado la investigación es la siguiente: ¿cómo han incidido los instrumentos de política de vivienda y de planeamiento urbanístico en el crecimiento residencial de los municipios del Área Metropolitana de Madrid? Se trata de poner en relación dos políticas públicas orientadas por la Administración en sus distintos niveles de actuación: una de carácter territorial, el planeamiento urbanístico -cuya ejecución es de competencia municipal-, y otra de carácter sectorial, las políticas de vivienda -definidas por la Administración Central y Autonómica-. Al considerar la política de vivienda como el resultado de la política financiera, la política fiscal y la política de suelo, se ha observado cómo en España las dos primeras suponen más del 70% de la intervención presupuestaria en vivienda. Esta investigación se ha centrado particularmente en la tercera, la política de suelo, por su vinculación directa con el planeamiento urbanístico, pero sin dejar de tener en cuenta las dos primeras, no sólo por su implicación en el gasto público, sino porque han tenido tanto efecto, o más, en la conformación de la ciudad como ha podido tenerlo el planeamiento. La primera parte de la tesis se centra en el estudio de las políticas, sus objetivos e instrumentos (normativos y de planificación), mientras que en la segunda parte se analiza la realidad construida, por medio de una serie de variables e indicadores relacionados con la producción residencial (suelo y viviendas); en la tercera se presenta la parte de análisis y las conclusiones generales. Al cruzar los objetivos y los instrumentos de ambas políticas se ha podido concluir con una propuesta de periodización evidenciando las ontinuidades, cambios o transformaciones: después de una etapa de transición –de 1975 a 1978, coincide con los años de la transición democrática, en el que se definen las bases de las nuevas políticas-, se han podido diferenciar tres períodos: 1979-1989, 1990-1997 y 1998-2007. El primer período corresponde a los años en los que se fue construyendo todo el aparato institucional regulador con las nuevas administraciones que surgieron de la democracia. El segundo período, aunque comenzó con la aprobación de la Ley del Suelo de 1990 como instrumento clave del planeamiento regulador, se caracterizó por el cuestionamiento del modelo intervencionista y por los primeros planteamientos de liberalización. Finalmente, en el tercer período se pusieron las bases normativas de la liberalización del suelo en España, con la reforma de la Ley del Suelo de 1998 y otras medidas “remediales”. Finalmente, se presenta el análisis de los resultados sobre la realidad construida, teniendo como clave de interpretación la periodización propuesta a partir de las políticas, con el propósito de conocer cómo han podido incidir en el crecimiento residencial del AMM. Por tanto, la tesis aborda la inquietud de cuándo, cómo y dónde las políticas públicas han construido ciudad y han generado barrios, pues también trata de analizar los espacios urbanos que han sido el resultado físico de dichas políticas (aspectos de los conjuntos residenciales, el entorno inmediato y su relación con el tejido urbano existente), y no sólo de mostrar cantidades de viviendas construidas. Posteriormente, el estudio se centra en el análisis de las actuaciones públicas sobre suelos destinados a uno de los llamados “usos débiles”, las viviendas protegidas. Éstas se han beneficiado, de una u otra manera, de las ayudas económicas que se incluyen en los planes de vivienda y, por ello, están sujetas a unos parámetros definidos por la normativa vigente en cada caso. Ha interesado realizar una valoración de las mismas a partir de criterios de integración social y funcional, y de equilibrio territorial. ABSTRACT The PhD thesis analyses the residential areas built in the Metropolitan Area of Madrid, in terms of location, quality and quantity, and the relationship to the resulting built environment planning and housing policies. Its cover a period of tree decades since the onset of democracy in Spain in 1975 up to the beginning of the great recession starting 2007. The central question that has guided the research is the following: how the instruments of housing policy and urban planning have influenced the residential growth of the municipalities of the Metropolitan Area of Madrid? It is about putting together two different public policies that are also carried out at different levels of government: spacial and urban planning –whose execution is under municipal jurisdiction under principles and guidelines defined at a regional scale; and the sectorial housing policies which are mostly defined by the Nacional and Regional governments and are very interlinked with the wider economic policies of the country. When considering housing policy as the result of financial, fiscal and land policy, it has been noted in Spain that instruments under the first two types of measures (financial and fiscal) account for over 70% of the housing budget intervention. This research has particularly focused on the third, Land Policy, because of its direct link to urban planning. Nevertheless, the research also considers f inancial and f iscal pol icies, not only because of thei r signi f icant level of publ ic spending, but al so because of thei r great impacto n shaping the way the ci ty is bui l t . The first part of the thesis focuses on the study of the policies, objectives and instruments (housing and planning), while the second part analyses the built reality by means of a number of variables and indicators related to the housing production (land and housing). In the third part the analysis and general conclusions are presented. After relating the objectives and instruments of both policies, the thesis concludes with a proposal for periodization showing continuities, changes and transformations: after a transition period – from 1975 to 1978 coinciding with the years of the democratic transition, in which the basis of the new policies were defined- tree periods (1979-1989, 1990- 1997 and 1998-2007) have been d i s t i n g u i s h e d . The first period covers the years in which a new institutional apparatus wa s b u i l t wi t h t h e n e w a r r a n g eme n t s t h a t eme r g e d from democracy. The second period, even though it began with the approval of the Land Act 1990 as key element of the regulatory planning, was characterized by the questioning of public intervention and early approaches to liberalization. Finally, in the third period, the normative basis of liberalization was set up in Spain, with the reform of the Land Act 1998 and other “corrective” measures. At a final point, the analisys of the results on the reality constructed is presented having as a key of interpretation the periodization proposed. This provides tools for interpreting how policies did affect residential growth in the Metropolitan Area of Madrid. Therefore, the thesis addresses the issues of when, how and where public policies have inf luenced and guided the development of resident ial áreas in the región dur ing this t ime f rame. I t is also concerned with analysing those urban spaces that have been the physical result of such policies (aspects of residential complexes, the immediate environment and its relationship with the existing urban infraestructure), going beyond the analisys of statistical data. Subsequently, the study focuses on the analysis of public actions on land for the so-called "weak uses" particularly social housing. These have benefited in one way or another, of financial assistance included in housing plans and, therefore, are subject to some parameters defined by the regulations in force in each case.

Sistema web de gestión de seminarios

El Trabajo de Fin de Grado (TFG) aquí descrito es el resultado de la necesidad de crear un sistema de gestión de seminarios que utilizarán los planes de postgrado de la Escuela Técnica Superior de Ingenieros Informáticos de la Universidad Politécnica de Madrid. Su objetivo es facilitar, tanto al alumnado como al personal de dicha institución, la creación de seminarios ofertados para el alumnado de los distintos planes de postgrado, además de permitir la inscripción de éstos de un modo cómodo e intuitivo. La aplicación de gestión de seminarios deberá permitir que los coordinadores de un plan de postgrado puedan crear seminarios de tal manera que puedan quedar publicados para el alumnado. Para ello, será necesario que sean recogidos todos los datos necesarios del seminario, así como el plan de postgrado organizador y los planes de postgrado para los que serán ofertados. La aplicación además deberá permitir la creación de seminarios sin ser publicados al alumno provisionalmente, la edición de los seminarios ya existentes así como la creación de un seminario nuevo importando los datos de otro ya realizado. Por otra parte, se deberá incorporar en las páginas web de planes de postgrado el listado de los seminarios ofertados para el curso actual, de tal manera que se permita a los alumnos inscribirse a éstos. Por último, el personal de administración del plan de postgrado organizador de un seminario deberá tener acceso a la lista de alumnos inscritos a los seminarios, para el caso de enviar información urgente o ver los alumnos inscritos. El módulo de gestión de seminarios deberá obtener los datos de los planes de postgrado actuales gracias a un módulo de gestión de postgrados, donde se deberá permitir crear, editar y dar de baja planes de postgrado, así como gestionar el personal del postgrado que podrá realizar acciones sobre los seminarios organizados por éste. Los módulos de gestión de seminarios y de gestión de postgrados estarán integrados en un módulo de administración.---ABSTRACT---The Final Project Degree (TFG) described here is the result of the need to create a management system that will use seminars postgraduate plans at the Higher Technical School of Computer Engineering at the Universidad Politécnica de Madrid. It aims to facilitate both the students and staff of the institution, creating seminars offered to the students of the various postgraduate plans, besides allowing the registration of these in a convenient and intuitive way. The management application will allow the coordinators of a postgraduate plan to create seminars so that they can be published for students. To do this, you will need to collect all the necessary details about the seminar, as well as the postgraduate plan owner and postgraduate plans for which it will be offered. The application must also enable the creation of seminars without being published provisionally to students, the editing of existing seminars and the creation of a new seminar importing data from another already done. Moreover, it should be incorporated into web pages of postgraduate plans seminars listing offered for the current course, so that students are allowed to enrol in these. Finally, the staff of the plan organizer should have access to the list of students enrolled at seminars, in the case of sending urgent information or to see students enrolled. The management module must obtain data from current postgraduate plans through a postgraduate management module, which should be allowed to create, edit and terminate postgraduate plans, and manage staff that can perform actions on seminars organized by it. Management modules of seminars and postgraduate programs will be integrated into a management pack.

Modelos de elementos finitos explícitos para explosiones en estructuras reticuladas de hormigón armado : aplicaciones al estudio del colapso de edificios

La frecuencia con la que se producen explosiones sobre edificios, ya sean accidentales o intencionadas, es reducida, pero sus efectos pueden ser catastróficos. Es deseable poder predecir de forma suficientemente precisa las consecuencias de estas acciones dinámicas sobre edificaciones civiles, entre las cuales las estructuras reticuladas de hormigón armado son una tipología habitual. En esta tesis doctoral se exploran distintas opciones prácticas para el modelado y cálculo numérico por ordenador de estructuras de hormigón armado sometidas a explosiones. Se emplean modelos numéricos de elementos finitos con integración explícita en el tiempo, que demuestran su capacidad efectiva para simular los fenómenos físicos y estructurales de dinámica rápida y altamente no lineales que suceden, pudiendo predecir los daños ocasionados tanto por la propia explosión como por el posible colapso progresivo de la estructura. El trabajo se ha llevado a cabo empleando el código comercial de elementos finitos LS-DYNA (Hallquist, 2006), desarrollando en el mismo distintos tipos de modelos de cálculo que se pueden clasificar en dos tipos principales: 1) modelos basados en elementos finitos de continuo, en los que se discretiza directamente el medio continuo mediante grados de libertad nodales de desplazamientos; 2) modelos basados en elementos finitos estructurales, mediante vigas y láminas, que incluyen hipótesis cinemáticas para elementos lineales o superficiales. Estos modelos se desarrollan y discuten a varios niveles distintos: 1) a nivel del comportamiento de los materiales, 2) a nivel de la respuesta de elementos estructurales tales como columnas, vigas o losas, y 3) a nivel de la respuesta de edificios completos o de partes significativas de los mismos. Se desarrollan modelos de elementos finitos de continuo 3D muy detallados que modelizan el hormigón en masa y el acero de armado de forma segregada. El hormigón se representa con un modelo constitutivo del hormigón CSCM (Murray et al., 2007), que tiene un comportamiento inelástico, con diferente respuesta a tracción y compresión, endurecimiento, daño por fisuración y compresión, y rotura. El acero se representa con un modelo constitutivo elastoplástico bilineal con rotura. Se modeliza la geometría precisa del hormigón mediante elementos finitos de continuo 3D y cada una de las barras de armado mediante elementos finitos tipo viga, con su posición exacta dentro de la masa de hormigón. La malla del modelo se construye mediante la superposición de los elementos de continuo de hormigón y los elementos tipo viga de las armaduras segregadas, que son obligadas a seguir la deformación del sólido en cada punto mediante un algoritmo de penalización, simulando así el comportamiento del hormigón armado. En este trabajo se denominarán a estos modelos simplificadamente como modelos de EF de continuo. Con estos modelos de EF de continuo se analiza la respuesta estructural de elementos constructivos (columnas, losas y pórticos) frente a acciones explosivas. Asimismo se han comparado con resultados experimentales, de ensayos sobre vigas y losas con distintas cargas de explosivo, verificándose una coincidencia aceptable y permitiendo una calibración de los parámetros de cálculo. Sin embargo estos modelos tan detallados no son recomendables para analizar edificios completos, ya que el elevado número de elementos finitos que serían necesarios eleva su coste computacional hasta hacerlos inviables para los recursos de cálculo actuales. Adicionalmente, se desarrollan modelos de elementos finitos estructurales (vigas y láminas) que, con un coste computacional reducido, son capaces de reproducir el comportamiento global de la estructura con una precisión similar. Se modelizan igualmente el hormigón en masa y el acero de armado de forma segregada. El hormigón se representa con el modelo constitutivo del hormigón EC2 (Hallquist et al., 2013), que también presenta un comportamiento inelástico, con diferente respuesta a tracción y compresión, endurecimiento, daño por fisuración y compresión, y rotura, y se usa en elementos finitos tipo lámina. El acero se representa de nuevo con un modelo constitutivo elastoplástico bilineal con rotura, usando elementos finitos tipo viga. Se modeliza una geometría equivalente del hormigón y del armado, y se tiene en cuenta la posición relativa del acero dentro de la masa de hormigón. Las mallas de ambos se unen mediante nodos comunes, produciendo una respuesta conjunta. En este trabajo se denominarán a estos modelos simplificadamente como modelos de EF estructurales. Con estos modelos de EF estructurales se simulan los mismos elementos constructivos que con los modelos de EF de continuo, y comparando sus respuestas estructurales frente a explosión se realiza la calibración de los primeros, de forma que se obtiene un comportamiento estructural similar con un coste computacional reducido. Se comprueba que estos mismos modelos, tanto los modelos de EF de continuo como los modelos de EF estructurales, son precisos también para el análisis del fenómeno de colapso progresivo en una estructura, y que se pueden utilizar para el estudio simultáneo de los daños de una explosión y el posterior colapso. Para ello se incluyen formulaciones que permiten considerar las fuerzas debidas al peso propio, sobrecargas y los contactos de unas partes de la estructura sobre otras. Se validan ambos modelos con un ensayo a escala real en el que un módulo con seis columnas y dos plantas colapsa al eliminar una de sus columnas. El coste computacional del modelo de EF de continuo para la simulación de este ensayo es mucho mayor que el del modelo de EF estructurales, lo cual hace inviable su aplicación en edificios completos, mientras que el modelo de EF estructurales presenta una respuesta global suficientemente precisa con un coste asumible. Por último se utilizan los modelos de EF estructurales para analizar explosiones sobre edificios de varias plantas, y se simulan dos escenarios con cargas explosivas para un edificio completo, con un coste computacional moderado. The frequency of explosions on buildings whether they are intended or accidental is small, but they can have catastrophic effects. Being able to predict in a accurate enough manner the consequences of these dynamic actions on civil buildings, among which frame-type reinforced concrete buildings are a frequent typology is desirable. In this doctoral thesis different practical options for the modeling and computer assisted numerical calculation of reinforced concrete structures submitted to explosions are explored. Numerical finite elements models with explicit time-based integration are employed, demonstrating their effective capacity in the simulation of the occurring fast dynamic and highly nonlinear physical and structural phenomena, allowing to predict the damage caused by the explosion itself as well as by the possible progressive collapse of the structure. The work has been carried out with the commercial finite elements code LS-DYNA (Hallquist, 2006), developing several types of calculation model classified in two main types: 1) Models based in continuum finite elements in which the continuous medium is discretized directly by means of nodal displacement degrees of freedom; 2) Models based on structural finite elements, with beams and shells, including kinematic hypothesis for linear and superficial elements. These models are developed and discussed at different levels: 1) material behaviour, 2) response of structural elements such as columns, beams and slabs, and 3) response of complete buildings or significative parts of them. Very detailed 3D continuum finite element models are developed, modeling mass concrete and reinforcement steel in a segregated manner. Concrete is represented with a constitutive concrete model CSCM (Murray et al., 2007), that has an inelastic behaviour, with different tension and compression response, hardening, cracking and compression damage and failure. The steel is represented with an elastic-plastic bilinear model with failure. The actual geometry of the concrete is modeled with 3D continuum finite elements and every and each of the reinforcing bars with beam-type finite elements, with their exact position in the concrete mass. The mesh of the model is generated by the superposition of the concrete continuum elements and the beam-type elements of the segregated reinforcement, which are made to follow the deformation of the solid in each point by means of a penalty algorithm, reproducing the behaviour of reinforced concrete. In this work these models will be called continuum FE models as a simplification. With these continuum FE models the response of construction elements (columns, slabs and frames) under explosive actions are analysed. They have also been compared with experimental results of tests on beams and slabs with various explosive charges, verifying an acceptable coincidence and allowing a calibration of the calculation parameters. These detailed models are however not advised for the analysis of complete buildings, as the high number of finite elements necessary raises its computational cost, making them unreliable for the current calculation resources. In addition to that, structural finite elements (beams and shells) models are developed, which, while having a reduced computational cost, are able to reproduce the global behaviour of the structure with a similar accuracy. Mass concrete and reinforcing steel are also modeled segregated. Concrete is represented with the concrete constitutive model EC2 (Hallquist et al., 2013), which also presents an inelastic behaviour, with a different tension and compression response, hardening, compression and cracking damage and failure, and is used in shell-type finite elements. Steel is represented once again with an elastic-plastic bilineal with failure constitutive model, using beam-type finite elements. An equivalent geometry of the concrete and the steel is modeled, considering the relative position of the steel inside the concrete mass. The meshes of both sets of elements are bound with common nodes, therefore producing a joint response. These models will be called structural FE models as a simplification. With these structural FE models the same construction elements as with the continuum FE models are simulated, and by comparing their response under explosive actions a calibration of the former is carried out, resulting in a similar response with a reduced computational cost. It is verified that both the continuum FE models and the structural FE models are also accurate for the analysis of the phenomenon of progressive collapse of a structure, and that they can be employed for the simultaneous study of an explosion damage and the resulting collapse. Both models are validated with an experimental full-scale test in which a six column, two floors module collapses after the removal of one of its columns. The computational cost of the continuum FE model for the simulation of this test is a lot higher than that of the structural FE model, making it non-viable for its application to full buildings, while the structural FE model presents a global response accurate enough with an admissible cost. Finally, structural FE models are used to analyze explosions on several story buildings, and two scenarios are simulated with explosive charges for a full building, with a moderate computational cost.

A cytotoxic ribonuclease which specifically cleaves four isoaccepting arginine tRNAs at their anticodon loops

Colicin D has long been thought to stop protein synthesis in infected Escherichia coli cells by inactivating ribosomes, just like colicin E3. Here, we show that colicin D specifically cleaves tRNAsArg including four isoaccepting molecules both in vivo and in vitro. The cleavage occurs in vitro between positions 38 and 39 in an anticodon loop with a 2′,3′-cyclic phosphate end, and is inhibited by a specific immunity protein. Consistent with the cleavage of tRNAsArg, the RNA fraction of colicin-treated cells significantly reduced the amino acid-accepting activity only for arginine. Furthermore, we generated a single mutation of histidine in the C-terminal possible catalytic domain, which caused the loss of the killing activity in vivo together with the tRNAArg-cleaving activity both in vivo and in vitro. These findings show that colicin D directly cleaves cytoplasmic tRNAsArg, which leads to impairment of protein synthesis and cell death. Recently, we found that colicin E5 stops protein synthesis by cleaving the anticodons of specific tRNAs for Tyr, His, Asn, and Asp. Despite these apparently similar actions on tRNAs and cells, colicins D and E5 not only exhibit no sequence homology but also have different molecular mechanisms as to both substrate recognition and catalytic reaction.

Gene-experience interaction alters the cholinergic septohippocampal pathway of mice

Spatial learning requires the septohippocampal pathway. The interaction of learning experience with gene products to modulate the function of a pathway may underlie use-dependent plasticity. The regulated release of nerve growth factor (NGF) from hippocampal cultures and hippocampus, as well as its actions on cholinergic septal neurons, suggest it as a candidate protein to interact with a learning experience. A method was used to evaluate NGF gene-experience interaction on the septohippocampal neural circuitry in mice. The method permits brain region-specific expression of a new gene by using a two-component approach: a virus vector directing expression of cre recombinase; and transgenic mice carrying genomic recombination substrates rendered transcriptionally inactive by a “floxed” stop cassette. Cre recombinase vector delivery into transgenic mouse hippocampus resulted in recombination in 30% of infected cells and the expression of a new gene in those cells. To examine the interaction of the NGF gene and experience, adult mice carrying a NGF transgene with a floxed stop cassette (NGFXAT) received a cre recombinase vector to produce localized unilateral hippocampal NGF gene expression, so-called “activated” mice. Activated and control nonactivated NGFXAT mice were subjected to different experiences: repeated spatial learning, repeated rote performance, or standard vivarium housing. Latency, the time to complete the learning task, declined in the repeated spatial learning groups. The measurement of interaction between NGF gene expression and experience on the septohippocampal circuitry was assessed by counting retrogradely labeled basal forebrain cholinergic neurons projecting to the hippocampal site of NGF gene activation. Comparison of all NGF activated groups revealed a graded effect of experience on the septohippocampal pathway, with the largest change occurring in activated mice provided with repeated learning experience. These data demonstrate that plasticity of the adult spatial learning circuitry can be robustly modulated by experience-dependent interactions with a specific hippocampal gene product.