Dans l’étude de tout nouveau réacteur nucléaire, la conception de son cœur est une étape décisive. Or il s’agit d’un problème complexe, qui couple fortement la neutronique, la thermomécanique du combustible et la thermo-hydraulique. Actuellement cette conception se fait par longues itérations successives entre les différentes spécialités. Afin d’optimiser de façon plus globale et complète la conception d’un cœur, une nouvelle démarche appelée FARM (FAst Reactor Methodology) a été développée dans le cadre de la thèse. Elle consiste à établir des modèles simplifiés de neutronique, mécanique et thermo-hydraulique, sous forme analytique ou d’interpolation de calculs de codes de référence, puis à les coupler, de manière à pré-dimensionner automatiquement un cœur à partir de variables d’optimisation. Une fois ce modèle établi, on peut explorer et optimiser directement de nombreux cœurs, à partir d’algorithmes génétiques de façon à améliorer leurs performances (inventaire Plutonium en cycle, …) et leur sûreté (estimateurs de sûreté pour accidents protégés et non-protégés). Une réflexion a également due être menée pour déterminer les performances d’un cœur, ainsi que la façon de prendre en compte la sûreté. Cette nouvelle approche a été utilisée pour optimiser la conception de trois concepts de cœurs de Réacteur à Neutrons Rapides refroidi au Gaz (RNR-G). Tout d’abord, la conception du RNR-G à combustible carbure et à aiguilles en SiC a pu être optimisée. Les résultats ont permis d’une part de démontrer que le cœur de référence issu de la méthode itérative était optimal (c'est-à-dire sur le front de Pareto). D’autre part, l’optimisation a également permis de proposer de nombreux autres cœurs, où en dégradant un estimateur de sûreté ou une performance (sur lesquels des marges étaient disponibles), on améliore les autres performances. Une évolution de ce concept utilisant la nouvelle technologie du buffer, a également été modélisée dans FARM et optimisée. FARM a ainsi permis de proposer les premières images de cœur GFR carbure gainé en SiC utilisant la technologie buffer, et d’estimer leurs performances. Les résultats obtenus montrent que cette innovation permet d’atteindre des cœurs beaucoup plus performants et/ou beaucoup plus « sûrs » (plusieurs profils de cœurs étant proposés). Une troisième application de FARM a été réalisée sur un concept de GFR carbure gainé en Vanadium, où là aussi FARM a proposé les premières images de cœur. Toutefois les grandes incertitudes en jeu ne permettent pas véritablement de conclure sur les performances de ce concept, qui semble prometteur.Ainsi, la faisabilité d’une optimisation globale, couplant les différentes physiques d’un cœur de réacteur nucléaire a été démontrée. Si la méthode ainsi obtenue (FARM) est moins précise que la méthode classique, elle permet d’explorer et d’optimiser beaucoup plus rapidement (en quelques semaines au lieu de quelques mois) un grand nombre de cœurs et est parfaitement adaptée pour l’étape de préconception des cœurs de réacteurs ; d’autres études détaillées permettant ensuite d’affiner l’image de cœur retenue. / In the study of any new nuclear reactor, the design of the core is an important step. However designing and optimising a reactor core is quite complex as it involves neutronics, thermal-hydraulics and fuel thermomechanics and usually design of such a system is achieved through an iterative process, involving several different disciplines. In order to solve quickly such a multi-disciplinary system, while observing the appropriate constraints, a new approach has been developed to optimise both the core performance (in-cycle Pu inventory, fuel burn-up, etc…) and the core safety characteristics (safety estimators) of a Fast Neutron Reactor. This new approach, called FARM (FAst Reactor Methodology) uses analytical models and interpolations (Metamodels) from CEA reference codes for neutronics, thermal-hydraulics and fuel behaviour, which are coupled to automatically design a core based on several optimization variables. This global core model is then linked to a genetic algorithm and used to explore and optimise new core designs with improved performance. Consideration has also been given to which parameters can be best used to define the core performance and how safety can be taken into account.This new approach has been used to optimize the design of three concepts of Gas cooled Fast Reactor (GFR). For the first one, using a SiC/SiCf-cladded carbide-fuelled helium-bonded pin, the results demonstrate that the CEA reference core obtained with the traditional iterative method was an optimal core, but among many other possibilities (that is to say on the Pareto front). The optimization also found several other cores which exhibit some improved features at the expense of other safety or performance estimators. An evolution of this concept using a “buffer”, a new technology being developed at CEA, has hence been introduced in FARM. The FARM optimisation produced several core designs using this technology, and estimated their performance. The results obtained show that this innovative feature leads to much higher performing and/or safer cores. The FARM approach has also been applied to a GFR concept using a vanadium cladding. However the large uncertainties involved do not really enable one to evaluate the performance of this promising concept.In summary, the feasibility of a global multi-disciplinary optimization has been demonstrated. Although the resulting method (FARM) is less accurate than the conventional method, it allows fast optimization and permits a large number of cores to be explored quickly, and is ideally suited for the preliminary designs studies before further refinement of the core design.

A new model was developed to enhance the understanding of the full context of work associated hazards, to explore the connection between OHS performance and a systematic approach to safety, and to simplify approaches to OHS management. This Safe Place, Safe Person, Safe Systems model was derived from the literature and used as the basis for the development of a framework, consisting of 60 elements which was transformed into an assessment tool. This assessment tool was trialled with a pilot study on a medium sized manufacturing plant in the plastics industry, and the tool and Preliminary Report peer reviewed by an expert panel using the Nominal Group Technique. After refinements were made to the assessment tool it was applied to eight case studies that were drawn from advertisements. This qualitative study consisted of two parts: firstly the assessment using the Safe Place, Safe Person, Safe Systems framework; and secondly a controlled self assessment exercise to target improvements to three of the elements over a period of four months. The study illustrated that the Safe Place, Safe Person, Safe Systems framework could be successfully applied in a range of industries to promote OHS improvements and to provide a systematic, planned approach to fulfilling OHS responsibilities. The application of this framework highlighted that: there is a need for further education on the correct application of the risk assessment process and the responsibilities owed to contractors; techniques such as dynamic risk assessments are more suitable where the place of work is variable and hazards are unpredictable; more focus is needed on the appropriate management of hazardous substances with long term health consequences; and that the level of formality invoked for treating hazards does not necessarily equate to improved risk reduction outcomes. The Safe Place, Safe Person, Safe Systems framework was found to be applicable to small, medium and large organisations provided the assessment was scoped to a small division of relatively homogeneous activity to ensure a more representative hazard profile. This approach has provided a way forward to simplify OHS management and also offers practical direction for implementing a targeted OHS improvement program.

A new model was developed to enhance the understanding of the full context of work associated hazards, to explore the connection between OHS performance and a systematic approach to safety, and to simplify approaches to OHS management. This Safe Place, Safe Person, Safe Systems model was derived from the literature and used as the basis for the development of a framework, consisting of 60 elements which was transformed into an assessment tool. This assessment tool was trialled with a pilot study on a medium sized manufacturing plant in the plastics industry, and the tool and Preliminary Report peer reviewed by an expert panel using the Nominal Group Technique. After refinements were made to the assessment tool it was applied to eight case studies that were drawn from advertisements. This qualitative study consisted of two parts: firstly the assessment using the Safe Place, Safe Person, Safe Systems framework; and secondly a controlled self assessment exercise to target improvements to three of the elements over a period of four months. The study illustrated that the Safe Place, Safe Person, Safe Systems framework could be successfully applied in a range of industries to promote OHS improvements and to provide a systematic, planned approach to fulfilling OHS responsibilities. The application of this framework highlighted that: there is a need for further education on the correct application of the risk assessment process and the responsibilities owed to contractors; techniques such as dynamic risk assessments are more suitable where the place of work is variable and hazards are unpredictable; more focus is needed on the appropriate management of hazardous substances with long term health consequences; and that the level of formality invoked for treating hazards does not necessarily equate to improved risk reduction outcomes. The Safe Place, Safe Person, Safe Systems framework was found to be applicable to small, medium and large organisations provided the assessment was scoped to a small division of relatively homogeneous activity to ensure a more representative hazard profile. This approach has provided a way forward to simplify OHS management and also offers practical direction for implementing a targeted OHS improvement program.

This research project focuses on a model designed for the evaluation of ABET instructional programmes. In the light of rapid changes in the socio-economic and political contexts in Africa and particularly in South Africa, this study examines adult basic education and training, which has become acknowledged as an indispensable tool for the transformation and development of societies. Since 1994 education has become a constitutional right for all citizens of South Africa. In an attempt to offer basic education and training to all adults many institutions and departments have established ABET programmes offering adults the skills they may need in order to contribute to the development of their communities. The lack of guidelines for instructing, assessing and evaluating ABET programmes prompted the choice of research topic. The study begins with a review of relevant literature pertaining to the field of adult education and also provides a general discussion on didactics as it .is relevant to adult education. The study proposes a model for evaluating ABET instructional programmes. Focus group discussions are employed as a research tool to validate the proposed model and its accompanying guidelines. The study reveals that, for ABET instructional programmes to be outcomes based, relevant, conducive to critical thinking and creativity and productive of meaningful assessment, a model for evaluating the programmes' performance in these areas is essential. Based on this presupposition, the study proceeds to develop a model for the evaluation of ABET programmes. It draws on literature pertaining to educational evaluation in general and extrapolates the findings to construct a model appropriate for evaluating ABET programmes. In the field component of the study, endeavour is made to validate the model according to the perceptions of a sample of ABET practitioners. In-depth focus interviews are conducted to validify the various components of the model. In conclusion, the study recommends further research into the didactics of adult education and training (ABET) in order to improve adult education practices. / Curriculum and Instructional Studies / D. Ed. (Didactics)

Made available in DSpace on 2014-12-17T14:54:54Z (GMT). No. of bitstreams: 1 ClovisBMO_TESE_1_a_75.pdf: 2549651 bytes, checksum: d03d835bba88763c08a8cb99eac15cd8 (MD5) Previous issue date: 2010-03-12 / Universidade Federal do Rio Grande do Norte / This study presents a description of the development model of a representation of simplified grid applied in hybrid load flow for calculation of the voltage variations in a steady-state caused by the wind farm on power system. Also, it proposes an optimal load-flow able to control power factor on connection bar and to minimize the loss. The analysis process on system, led by the wind producer, it has as base given technician supplied by the grid. So, the propose model to the simplification of the grid that allows the necessity of some knowledge only about the data referring the internal network, that is, the part of the network that interests in the analysis. In this way, it is intended to supply forms for the auxiliary in the systematization of the relations between the sector agents. The model for simplified network proposed identifies the internal network, external network and the buses of boulders from a study of vulnerability of the network, attributing them floating liquid powers attributing slack models. It was opted to apply the presented model in Newton-Raphson and a hybrid load flow, composed by The Gauss-Seidel method Zbarra and Summation Power. Finally, presents the results obtained to a developed computational environment of SCILAB and FORTRAN, with their respective analysis and conclusion, comparing them with the ANAREDE / Este trabalho apresenta uma descri??o do desenvolvimento de modelo para representa??o de rede simplificada aplicado em fluxo de carga h?brido para c?lculo das varia??es de tens?o em regime permanente provocadas pela conex?o de aerogeradores na rede el?trica. Al?m disso, se apresenta um fluxo de carga ?timo capaz de controlar remotamente o fator de pot?ncia na barra de conex?o e minimizar perdas. O princ?pio do processo de an?lise do sistema, conduzido pelo acessante, tem como base dados t?cnicos fornecidos pela rede acessada. Assim, se prop?e um modelo para simplifica??o de redes que permita a necessidade do conhecimento apenas dos dados referente a rede interna, ou seja, a parcela da rede de interesse para an?lise. Dessa forma, pretende-se fornecer meios para auxiliar na sistematiza??o das rela??es entre concession?ria e acessante. O modelo para simplifica??o de rede proposto identifica a rede interna, rede externa e as barras de fronteira a partir de dados provenientes de um estudo de vulnerabilidade da rede, atribuindo-as pot?ncias l?quidas flutuantes, ou seja, modelando-as como barras slack. Aplica-se o referido modelo no fluxo de carga Newton-Raphson e em um fluxo de carga h?brido, composto pelos m?todos de Gauss Seidel Zbarra e Soma de Pot?ncias. Ao final, apresentam-se os resultados obtidos por um ambiente computacional desenvolvido do SCILAB e FORTRAN, com suas respectivas an?lises e conclus?es, comparando-os com o ANAREDE

Commercial fuels are mixtures with large numbers of components. Continuous thermodynamics is a technique for modelling fuel mixtures using a probability density function rather than dealing with each discreet component. The mean and standard deviation of the distribution are then used to model the chemical reactions of the mixture. This thesis develops the necessary theory to apply the technique of continuous thermodynamics to the oxidation reactions of hydrocarbon fuels. The theory is applied to three simplified models of hydrocarbon oxidation: a global one-step reaction, a two-step reaction with CO as the intermediate product, and the four-step reaction of Müller et al. (1992), which contains a high- and a low-temperature branch. These are all greatly simplified models of the complex reaction kinetics of hydrocarbons, and in this thesis they are applied specifically to n-paraffin hydrocarbons in the range from n-heptane to n-hexadecane. The model is tested numerically using a simple constant pressure homogeneous ignition problem using Cantera and compared to simplified and detailed mechanisms for n-heptane. The continuous thermodynamics models are able not only to predict ignition delay times and the development of temperature and species concentrations with time, but also changes in the mixture composition as reaction proceeds as represented by the mean and standard deviation of the distribution function. Continuous thermodynamics is therefore shown to be a useful tool for reactions of multicomponent mixtures, and an alternative to the "surrogate fuel" approach often used at present.

La phytothérapie consiste en l’utilisation thérapeutique de plantes ou de médicaments à base de plantes, sous forme de spécialités pharmaceutiques, de préparations (magistrales ou officinales) ou de produits officinaux divisés. On entend par médicament à base de plantes (MABP) « tout médicament dont les substances actives sont exclusivement une ou plusieurs substances végétales ou préparations à base de plantes ou une association d’une ou de plusieurs substances végétales ou préparations à base de plantes ». Il s’agit donc de médicaments à part entière qui sont ainsi soumis aux mêmes exigences de qualité que celles requises pour tout autre médicament. La directive 2004/24/CE, permet toutefois quelques assouplissements autorisant à fournir des données toxicologiques et cliniques purement bibliographiques, lorsque les conditions requises pour pouvoir bénéficier d'un tel "enregistrement de l'usage traditionnel" sont remplies. Quant aux médicaments dont l'usage médical est "bien établi", ils peuvent également faire l'objet d'une dispense d'essais cliniques, mais les données toxicologiques les concernant doivent néanmoins être fournies. Cette législation européenne vise à garantir au patient la qualité, la sécurité et l'efficacité des remèdes qu'il consomme, à permettre le libre choix thérapeutique, la libre circulation des médicaments au sein de l’Union Européenne ainsi que la préservation des ressources naturelles végétales et le respect de la propriété intellectuelle et pourrait inspirer d'autres pays du monde qui ne disposent pas à ce jour des outils législatifs nécessaires à la réglementation de leurs remèdes traditionnels, en particulier les pays africains. / Herbal medicine consists in therapeutical use of plants or herbal medicinal products, in the form of patent medicines, magistral or pharmaceutical preparations or divided pharmaceutical products. It is meant by herbal medicinal product “any medicine the active substances of which are exclusively one or several herbal preparations or an association of one or several herbal substances or herbal preparations”. Herbal medicine are therefore full medicines and as such, they are submitted to the same quality requirements than those required for any other medicine. The directive 2004/24/EC of the European Parliament and ofthe Council of 31 March 2004 amending, as regards traditional herbal medicinal products, the directive 2001/83/EC on the Community code relative to medicinal products for human use, however permits some relaxings allowing to supply purely bibliographical toxicological and clinical data when the conditions required to be able to enjoy such a “traditional useregistration” are fulfilled. As regards herbal medicines the medicinal use of which have been proved as “well-established”, they are able to enjoy an exemption of clinical studies too, but toxicological data concerning these ones should nevertheless be produced. This European legislation aims to guarantee for the patient quality, safety and efficacy of the remedies he consumes, to permit free therapeutic choice and free movement of herbal medicines within the European Union, as well as preservation of natural vegetal resources (vegetal biodiversity) and respect of intellectual property of the traditional knowledges holders. It could be applicated in other countries like African countries, too.

Abstract: Highway bridges have great values in a country because in case of any natural disaster they may serve as lines to save people’s lives. Being vulnerable under significant seismic loads, different methods can be considered to design resistant highway bridges and rehabilitate the existing ones. In this study, base isolation has been considered as one efficient method in this regards which in some cases reduces significantly the seismic load effects on the structure. By reducing the ductility demand on the structure without a notable increase of strength, the structure is designed to remain elastic under seismic loads. The problem associated with the isolated bridges, especially with elastomeric bearings, can be their excessive displacements under service and seismic loads. This can defy the purpose of using elastomeric bearings for small to medium span typical bridges where expansion joints and clearances may result in significant increase of initial and maintenance cost. Thus, supplementing the structure with dampers with some stiffness can serve as a solution which in turn, however, may increase the structure base shear. The main objective of this thesis is to provide a simplified method for the evaluation of optimal parameters for dampers in isolated bridges. Firstly, performing a parametric study, some directions are given for the use of simple isolation devices such as elastomeric bearings to rehabilitate existing bridges with high importance. Parameters like geometry of the bridge, code provisions and the type of soil on which the structure is constructed have been introduced to a typical two span bridge. It is concluded that the stiffness of the substructure, soil type and special provisions in the code can determine the employment of base isolation for retrofitting of bridges. Secondly, based on the elastic response coefficient of isolated bridges, a simplified design method of dampers for seismically isolated regular highway bridges has been presented in this study. By setting objectives for reduction of displacement and base shear variation, the required stiffness and damping of a hysteretic damper can be determined. By modelling a typical two span bridge, numerical analyses have followed to verify the effectiveness of the method. The method has been used to identify equivalent linear parameters and subsequently, nonlinear parameters of hysteretic damper for various designated scenarios of displacement and base shear requirements. Comparison of the results of the nonlinear numerical model without damper and with damper has shown that the method is sufficiently accurate. Finally, an innovative and simple hysteretic steel damper was designed. Five specimens were fabricated from two steel grades and were tested accompanying a real scale elastomeric isolator in the structural laboratory of the Université de Sherbrooke. The test procedure was to characterize the specimens by cyclic displacement controlled tests and subsequently to test them by real-time dynamic substructuring (RTDS) method. The test results were then used to establish a numerical model of the system which went through nonlinear time history analyses under several earthquakes. The outcome of the experimental and numerical showed an acceptable conformity with the simplified method. / Résumé: Les ponts routiers ont une grande valeur dans un pays parce qu’en cas de catastrophe naturelle, ils peuvent servir comme des lignes pour sauver des vies. Étant vulnérable sous des charges sismiques importantes, on peut considérer différentes méthodes pour concevoir des ponts routiers résistants et également pour réhabiliter des ponts existants. Dans cette étude, l'isolation de la base a été considérée comme une méthode efficace qui peut réduire significativement les effets des charges sismiques sur la structure. En réduisant la demande en ductilité sur la structure sans une augmentation notable de force, la structure est conçue pour rester élastique sous des charges sismiques. Le problème associé aux ponts isolés, particulièrement avec des appuis en élastomère, peut être leurs déplacements excessifs sous les charges de service et de séisme. Ceci peut défier l’objectif d'utiliser des appuis en élastomère pour les ponts typiques de petite portée où les joints de dilatation et les dégagements peuvent aboutir à une augmentation significative des frais d'exploitation et de maintenance. Ainsi, supplémenter la structure avec des amortisseurs d’une certaine rigidité peut servir de solution, ce qui peut cependant augmenter l’effort tranchant transmis à la sous-structure. Cette étude a pour but de fournir une méthode simplifiée afin d’évaluer les paramètres optimaux des amortisseurs dans les ponts isolés. Dans cette thèse, premièrement, basé sur une étude paramétrique, quelques directions sont données pour l'utilisation de dispositifs d'isolation simples, dont les appuis en élastomère, afin de réhabiliter des ponts existant avec une haute importance. Les paramètres comme la géométrie du pont, les clauses des normes et le type de sol sur lequel la structure est construite ont été appliqués sur un pont typique de deux portées. Il est conclu que les paramètres mentionnés peuvent déterminer l'emploi d'isolement de la base des ponts routiers. À la deuxième phase, basé sur le coefficient de réponse élastique des ponts isolés, une méthode de conception simplifiée d’amortisseur pour des ponts routiers réguliers isolés à la base a été présentée dans cette étude. En sélectionnant des objectifs pour la réduction du déplacement et la variation de l’effort tranchant, la rigidité et l'amortissement exigés d'un amortisseur hystérétique peuvent être déterminés. L’étude s’est poursuivie par une modélisation numérique d’un pont à deux portées pour vérifier l'efficacité de la méthode. Pour un modèle numérique d'un pont isolé typique, la méthode a été utilisée pour identifier des paramètres linéaires équivalents pour un certain déplacement et effort tranchant désigné. Par la suite, assumant un amortisseur de type hystérétique, les paramètres non linéaires de l’amortisseur ont été calculés et utilisés. La comparaison des résultats du modèle numérique sans amortisseur et avec l'amortisseur a démontré que la méthode proposée est suffisamment précise. Par la suite, un nouvel amortisseur hystérétique simple en acier a été conçu. Cinq spécimens ont été fabriqués de deux différents grades d’acier et ont été testés en combinaison avec un isolateur à l’échelle réelle dans le laboratoire de structures de l'Université de Sherbrooke. La procédure comprenait la caractérisation des spécimens par des tests cycliques en contrôle de déplacement et par la suite la réalisation d’essais par la méthode de sous-structuration dynamique en temps réel. Les résultats des essais ont été utilisés pour établir un modèle numérique du système qui a subi des analyses temporelles non linéaires sous plusieurs séismes. Le résultat des essais expérimentaux et numériques montrent une conformité acceptable avec la méthode simplifiée.

« L’Europe ne se fera pas en un jour, ni sans heurts.», dixit Monsieur Robert Schuman. Tel est le constat qui peut encore être fait à l’heure actuelle avec l’adoption, après trente ans d’intenses débats au niveau européen, de la Societas Europaea, introduite en droit français avec la loi du 26 juillet 2005 pour la confiance et la modernisation de l’économie, complétée par les décrets du 14 avril 2006 et du 9 novembre 2006. La même analyse peut s’appliquer à la proposition du règlement de la commission européenne relatif au statut de la société privée européenne faite le 25 juin 2008, en cours d’examen devant le Parlement Européen. Il s’agit de démontrer l’existence de normes communautaires flexibles propices au développement des normes statutaires, à l'image de celles applicables à la société privée européenne (SPE) d'origine communautaire et d'essence contractuelle. La SPE doit être analysée comme structure sociétaire, symbole de l’émancipation du droit communautaire et vecteur du principe de libre établissement des sociétés, à la fois par rapport à sa « grande cousine », la société européenne, et à travers l’étude des normes communautaires comme éléments nécessaires au bon fonctionnement des structures européennes.La question est enfin de savoir si le recours à la SPE constitue un instrument pertinent dans les opérations de restructuration intra-communautaire. Deux axes de réflexion semblent s’imposer : l’aménagement des relations contractuelles intragroupe via le modèle de la SPE et la SPE comme élément moteur dans le cadre des opérations de fusion intracommunautaire. / “Europe will not be made in a day, nor without any clashes,” according to Mr Robert Schuman. The statement proved to be true with the adoption, after thirty years of intense debates at the European level, of Societas Europaea, introduced into French law with the bill of July 26, 2005 for the confidence and modernization of the economy, supplemented by the decrees of April 14, 2006 and November 9, 2006. The same analysis can be made of the European Commission proposals for the regulations relating to the statute of the European private company made on June 25, 2008, and now under consideration before the European Parliament. The question is to show the existence of flexible Community standards favourable to the development of statutory standards, in the image of those applicable to the European Private Company of Community origin and which is contractual in essence. The European Private Company should be analysed as a member structure and a symbol of the emancipation of Community legislation as well as a vector of the principle of free establishment of companies both in relation to its “big cousin,” the European Company, and through the study of Community standards as necessary elements to the correct operation of European structures. The next step is to question if resorting to the European Private Company constitutes a relevant instrument in the operations of intracommunitarian reorganization following two main lines of investigation: the adjustment of contractual intragroup relations via the model of the European Private Company and the European Private Company as a mainspring within the framework of intracommunitarian fusion operations.

This Master's thesis deals with the evaluation of a current state of two-generation villa and its following proposal of the optimization. Evaluation includes calculation of heat loss of a current state. Optimization is based on the reduction of heat loss in the building, pressure balance of the system, change of heat source and installation of balanced ventilation. Chapter describing regulation of technology follows and in conclusion indicative price for the whole suggested technology is calculated.