Mobilized by Injustice: Criminal Justice Contact, Political Participation and Race

Thesis (Ph.D.)--University of Washington, 2016-06

Central elements of the elliptic Zn monodromy matrix algebra at roots of unity

The central elements of the algebra of monodromy matrices associated with the Z(n) R-matrix are studied. When the crossing parameter w takes a special rational value w = n/N, where N and n are positive coprime integers, the center is substantially larger than that in the generic case for which the quantum determinant provides the center. In the trigonometric limit, the situation corresponds to the quantum group at roots of unity. This is a higher rank generalization of the recent results by Belavin and Jimbo. (c) 2004 Elsevier B.V. All rights reserved.

Peptide bundles: Loops, helices, strands and sheets

Protein-protein interactions are central to all biological processes. The creation of small molecules that can structurally mimic the fundamental units of protein architecture (helices, strands, turns, and their combinations) could potentially be used to reproduce important bioactive protein surfaces and interfere in biological processes. Although this field is still in relative infancy, substantial progress is being made in creating small molecules that can mimic these individual secondary structural elements of proteins. However the generation of compounds that can reproduce larger protein surfaces, composed of multiple structural elements of proteins, has proven to be much more challenging. This presentation will describe some densely functionalised small molecules that do constrain multiple peptide motifs in defined structures such as loop bundles, helix bundles, strand and sheet bundles. An example of a helix bundle that undergoes conformational changes to a beta sheet bundle and aggregates into multi-micron length peptide nanofibre 'rope' will be described.

OS PROCESSOS RESTAURATIVOS EM CONFLITOS ESCOLARES

A escola é uma instituição inserida na sociedade e, portanto reflete seus sintomas, dentre eles a violência, que de maneira geral vem sendo institucionalizada, sendo percebida como algo natural e imutável, e a maneira com a qual ela vem sendo tratada pela escola apenas a perpetua. Comumente a resolução dos conflitos perpassa por uma noção de justiça vinculada à punição e a obediência, havendo sempre uma relação proporcional ou não, entre o ato e sua sanção, sendo o enfoque no crime, ou seja, a justiça retributiva. A proposta de justiça restaurativa, diferentemente, visa exatamente o oposto, pois se fixa não no castigo e na vingança, mas na restauração das relações e na valorização de todos os envolvidos, por meio dos círculos restaurativos. Estes inserem o facilitador e os participantes. Inicialmente é feita uma apresentação do funcionamento do círculo. Afinal esse modo de organização é envolto de uma aura sagrada, em que todos se preparam para a restituição, pois se deve estar disposto a reconciliar-se. Nos círculos pode-se ouvir e falar por meio do bastão da fala que circula, quem está em seu poder conta sua versão da história sem estigmas de vítimas ou ofensores, ao recontar e ao ouvir o posicionamento do outro, há o estabelecimento de novos vínculos. A partir desta formação os sujeitos podem buscar soluções consensuais a fim de restabelecer as relações, sanar as necessidades individuais e eliminar as disputas conflituosas. A ênfase na responsabilização dos sujeitos em uma sociedade que delega responsabilidades promoveu na pesquisa a necessidade da discussão dos conceitos de culpa e vergonha como agentes reparadores. Tem-se por objetivo relatar experiências analisando o uso de processos restaurativos na promoção da resolução dos conflitos escolares. O estudo consta de uma amostra de quatro casos envolvendo adolescentes em conflitos escolares, que foram analisados qualitativamente, considerando as subjetividades envolvidas nos relatos. Assim, este trabalho mostra que o uso de práticas restaurativas no trato dos conflitos escolares, é uma possibilidade de intervenção que atua na melhora do ambiente e da convivência escolar, promovendo aprendizagens e troca de saberes, valorizando a tolerância ao diferente e a possibilidade de escuta, compreendendo o conflito de maneira positiva, abdicando condutas punitivas, mas principalmente restaurando relações. ões. Neste trabalho foi possível entender que a violência esta institucionalizada, naturalizada e reproduzida na escola, e que rompe essa cadeia ao compreender as causas da violência escolar, promovendo a substituição da violência pelo diálogo e por outras tantas outras respostas possíveis. Entender o conflito como inerente aos relacionamentos e o abordar como possibilidade de aprendizagem, os manejando sob a ótica da justiça restaurativa, promove uma rede multiplicadora de paz, em que os alunos disseminam às suas famílias e comunidade estes novos olhares. Reparar, restituir, reintegrar, restabelecer, recuperar, reconstituir, restaurar. A beleza dessa ideia, desse novo paradigma do qual essa pesquisa se apropria é a capacidade humana de se refazer, de se reinventar. Compreender a oportunidade de reiniciar, satisfazendo necessidades e compensando perdas, é validar a própria humanidade.

MANEJO TÉCNICO DO ATENDIMENTO PSICOLÓGICO EM AMBULATÓRIO DE REPRODUÇÃO HUMANA ASSISTIDA

O presente estudo teve por objetivos: descrever o manejo técnico do atendimento psicológico, ilustrado pelo caso de uma paciente infértil de um ambulatório de reprodução humana assistida; descrever as vicissitudes no campo analítico nestes atendimentos; e sistematizar esse manejo técnico em intervenções ambulatoriais em que se privilegia a compreensão das relações transferenciais. O instrumento utilizado para a coleta de dados foram os próprios atendimentos, ou entrevistas psicológicas, baseadas no método clínico de abordagem psicanalítica. A análise e a discussão dos resultados se basearam na apresentação de um único caso, que ilustrou a técnica que se objetivou sistematizar e descrever. É apresentado o caso da Sra. S., uma mulher de 41 anos, com parceiro em união estável há cinco anos, que realizava tratamento de infertilidade no ambulatório de reprodução humana. A paciente foi atendida pela psicóloga no próprio ambulatório durante o período da segunda tentativa de gravidez. Foram realizados efetivamente três (3) atendimentos e, no período de dois meses, a paciente não compareceu a três (3) sessões. Foram criadas cinco (5) categorias de análise: 1) Escuta; 2) Configuração de Queixa Psicológica; 3) Manejo dos Conflitos; 4) Manejo da Transferência; e 5) Enquadre. Estas categorias representaram elementos do atendimento. A divisão do atendimento em categorias teve propósito didático, no entanto, a sistematização do manejo deu-se a partir do desenvolvimento destas categorias, mas não numa ordem pré-estabelecida. A Escuta refere-se à capacidade do psicoterapeuta compreender a relação estabelecida com o paciente, assim como os elementos metapsicológicos depositados no campo, a partir de seu quadro de referência teórico-metodológico. A Configuração de Queixa Psicológica refere-se à aproximação do sofrimento psíquico e dos conflitos que subjazem à queixa orgânica ou manifesta. O Manejo dos Conflitos representa o modo como são interpretados e devolvidos a um paciente os conteúdos trazidos para a sessão. Ressalta-se, no manejo dos conflitos, a eleição de um foco de trabalho em que se privilegia a situação atual da vida do paciente relacionada especificamente à sua queixa. O Manejo da Transferência refere-se à forma como os aspectos transferenciais são compreendidos e devolvidos ao paciente. A neurose e psicose de transferência são evitadas e o trabalho é preferencialmente desenvolvido a partir da interpretação de situações extra-transferenciais. Por fim, o Enquadre engloba todos os aspectos formais e dinâmicos que constituem o campo emocional sobre o qual se trabalha. Este tipo de atendimento pode ser situado entre a entrevista psicológica e o atendimento em psicoterapia breve com objetivos e tempo limitados, variando de acordo com a qualidade adaptativa do paciente e sua motivação para o atendimento psicológico. Concluímos que este modelo de atendimento ambulatorial engloba aspectos tanto diagnósticos quanto de intervenção e que o papel do psicólogo neste contexto é auxiliar o paciente atendido a compreender sua queixa em seus aspectos latentes e manifestos, além de propiciar um espaço de escuta em que os conteúdos trazidos podem ser pensados e compreendidos

Structural behaviour of glass reinforced plastics

The aim of this research is to promote the use of G.R.P. as a structural material. In the past, the use of G.R.P. has been confined to non-load carrying applications. Such uses are still rapidly increasing but in addition significant changes have been made during the last decade in the development of semi-structural and now even fully structural applications. Glass-reinforced plastic is characterized by a high strength but a relatively low modulus of elasticity. For this reasona G.R.P. structure can expect to show large deformations as a result of which the individual structural members will fail under load due to a loss of stability rather than approaching the ultimate strength of the material. For this reason the selection of the geometrical shapes of G.R.P. structural elements is considered to be an important factor in designing G.R.P. structures. The first chapter of this thesis deals with a general review of the theoretical and experimental methods used to describe the structural properties of G.R.P. The research programme includes five stages dealing with the structural behaviour of G.R.P. The first stage (Chapter 2) begins with selecting and designing an optimum box beam cross-section which gives the maximum flexural and torsional rigidity. The second stage of investigation (Chapter 3) deals with beam to beam connections. A joint was designed and manufactured with different types of fasteners used to connect two beam units. A suitable fastener was selected and the research extended to cover the behaviour of long span beams using multiple joints. The third part of the investigation includes a study of the behaviour of box beams subjected to combined bending, shear and torsion. A special torque rig was developed to perform the tests. Creep deformation of 6 m span G.R.P. was investigated as the fourth stage under a range of loading conditions. As a result of the phenomenon of post buckling behaviour exhibited in the compression flange during testing of box beams during earlier stages of the investigation it was decided to consider this phenomenon in more detail in the final stage of the investigation. G.R.P. plates with different fibre orientation were subjected to uniaxial compression and tested up to failure. In all stages of the investigation theoretical predictions and experimental results were compared and generally good correlation between theory and experimental data was observed.

Modelagem numérica de uma estrutura de contenção de estacas espaçadas atirantadas em areia

Retaining walls design involves factors such as plastification, loading and unloading, pre-stressing, excessive displacements and earth and water thrust. Furthermore, the interaction between the retained soil and the structure is rather complex and hard to predict. Despite the advances in numerical simulation techniques and monitoring of forces and displacements with field instrumentation, design projects are still based on classical methods, whose simplifying assumptions may overestimate structural elements of the retaining wall. This dissertation involves a three-dimensional numerical study on the behavior of a retaining wall using the finite element method (FEM). The retaining wall structure is a contiguous bored pile wall with tie-back anchors. The numerical results were compared to data obtained from field instrumentation. The influence of the position of one or two layers of anchors and the effects of the construction of a slab bounded at the top of the retaining wall was evaluated. Furthermore, this study aimed at investigating the phenomenon of arching in the soil behind the wall. Arching was evaluated by analyzing the effects of pile spacing on horizontal stresses and displacements. Parametric analysis with one layers of anchors showed that the smallest horizontal displacements of the structure were achieved for between 0.3 and 0.5 times the excavation depth. Parametric analyses with two anchor layers showed that the smallest horizontal displacements were achieve for anchors positioned in depths of 0.4H and 0.7H. The construction of a slab at the top of the retaining wall decreased the horizontal displacements by 0.14% times the excavation depth as compared to analyses without the slab. With regard to the arching , analyzes showed an optimal range of spacing between the faces of the piles between 0.4 and 0.6 times the diameter of the pile

Investing in Peace : Foreign Direct Investment as Economic Restoration in Sierra Leone?

Peer reviewed

Investing in Peace : Foreign Direct Investment as Economic Restoration in Sierra Leone?

Peer reviewed

Gravity collapse structures in the Central Precordillera fold-andthrust belt, Argentina

Several landforms found in the fold-and-thrust belt area of Central Precordillera, Pre-Andes of Argentina, which were often associated with tectonic efforts, are in fact related to non-tectonic processes or gravitational superficial structures. These second-order structures, interpreted as gravitational collapse structures, have developed in the western flank of sierras de La Dehesa and Talacasto. These include rock-slides, rock falls, wrinkle folds, slip sheets and flaps, among others; which together constitute a monoclinal fold dipping between 30º and 60º to the west. Gravity collapse structures are parallel to the regional strike of the Sierra de la Dehesa and are placed in Ordovician limestones and dolomites. Their sloping towards the west, the presence of bed planes, fractures and joints; and the lithology (limestone interbedded with incompetent argillaceous banks) would have favored their occurrence. Movement of the detached structures has been controlled by lithology characteristics, as well as by bedding and joints. Detachment and initial transport of gravity collapse structures and rockslides in the western flank of the Sierra de la Dehesa were tightly controlled by three structural elements: 1) sliding surfaces developed on parallel bedded strata when dipping >30° in the slope direction; 2) Joint’s sets constitute lateral and transverse traction cracks which release extensional stresses and 3) Discontinuities fragmenting sliding surfaces.  Some other factors that could be characterized as local (lithology, structure and topography) and as regional (high seismic activity and possibly wetter conditions during the postglacial period) were determining in favoring the steady loss of the western mountain side in the easternmost foothills of Central Precordillera.

Reframing Public Inquiries as 'Procedural Justice' for Victims of Institutional Child Abuse: Towards a Hybrid Model of Justice

As the number of high profile cases of institutional child abuse mounts internationally, and the demands of victims for justice are heard, state responses have ranged from prosecution, apology, and compensation schemes, to truth commissions or public inquiries. Drawing on the examples of Australia and Northern Ireland as two jurisdictions with a recent and ongoing history of statutory inquiries into institutional child abuse, the article utilises the restorative justice paradigm to critically evaluate the strengths and limitations of the inquiry framework in providing ‘justice’ for victims. It critically explores the normative and pragmatic implications of a hybrid model as a more effective route to procedural justice and suggests that an appropriately designed restorative pathway may augment the legitimacy and utility of the public inquiry model for victims chiefly via improving offender accountability and ‘voice’ for victims. The article concludes by offering some thoughts on the broader implications for other jurisdictions in responding to large-scale historical abuses and seeking to come to terms with the legacy of institutional child abuse.

A simplified finite element model for assessing steel fibre reinforced concrete structural performance

The present numerical investigation offers evidence concerning the validity and objectivity of the predictions of a simple, yet practical, finite element model concerning the responses of steel fibre reinforced concrete structural elements under static monotonic and cyclic loading. Emphasis is focused on realistically describing the fully brittle tensile behaviour of plain concrete and the contribution of steel fibres on the post-cracking behaviour it exhibits. The good correlation exhibited between the numerical predictions and their experimental counterparts reveals that, despite its simplicity, the subject model is capable of providing realistic predictions concerning the response of steel fibre reinforced concrete structural configurations exhibiting both ductile and brittle modes of failure without requiring recalibration.

Towards a performance based design of shear walls based on damage criteria = Vers un dimensionnement performanciel des murs de refend basé sur des critères d'endommagement

Le dimensionnement basé sur la performance (DBP), dans une approche déterministe, caractérise les objectifs de performance par rapport aux niveaux de performance souhaités. Les objectifs de performance sont alors associés à l'état d'endommagement et au niveau de risque sismique établis. Malgré cette approche rationnelle, son application est encore difficile. De ce fait, des outils fiables pour la capture de l'évolution, de la distribution et de la quantification de l'endommagement sont nécessaires. De plus, tous les phénomènes liés à la non-linéarité (matériaux et déformations) doivent également être pris en considération. Ainsi, cette recherche montre comment la mécanique de l'endommagement pourrait contribuer à résoudre cette problématique avec une adaptation de la théorie du champ de compression modifiée et d'autres théories complémentaires. La formulation proposée adaptée pour des charges monotones, cycliques et de type pushover permet de considérer les effets non linéaires liés au cisaillement couplé avec les mécanismes de flexion et de charge axiale. Cette formulation est spécialement appliquée à l'analyse non linéaire des éléments structuraux en béton soumis aux effets de cisaillement non égligeables. Cette nouvelle approche mise en œuvre dans EfiCoS (programme d'éléments finis basé sur la mécanique de l'endommagement), y compris les critères de modélisation, sont également présentés ici. Des calibrations de cette nouvelle approche en comparant les prédictions avec des données expérimentales ont été réalisées pour les murs de refend en béton armé ainsi que pour des poutres et des piliers de pont où les effets de cisaillement doivent être pris en considération. Cette nouvelle version améliorée du logiciel EFiCoS a démontrée être capable d'évaluer avec précision les paramètres associés à la performance globale tels que les déplacements, la résistance du système, les effets liés à la réponse cyclique et la quantification, l'évolution et la distribution de l'endommagement. Des résultats remarquables ont également été obtenus en référence à la détection appropriée des états limites d'ingénierie tels que la fissuration, les déformations unitaires, l'éclatement de l'enrobage, l'écrasement du noyau, la plastification locale des barres d'armature et la dégradation du système, entre autres. Comme un outil pratique d'application du DBP, des relations entre les indices d'endommagement prédits et les niveaux de performance ont été obtenus et exprimés sous forme de graphiques et de tableaux. Ces graphiques ont été développés en fonction du déplacement relatif et de la ductilité de déplacement. Un tableau particulier a été développé pour relier les états limites d'ingénierie, l'endommagement, le déplacement relatif et les niveaux de performance traditionnels. Les résultats ont démontré une excellente correspondance avec les données expérimentales, faisant de la formulation proposée et de la nouvelle version d'EfiCoS des outils puissants pour l'application de la méthodologie du DBP, dans une approche déterministe.

O projeto de arquitetura de espaços temporários com o uso de sistema construtivo remontável: um estudo exploratório

The purpose of this research is to study the portable or reassemblable architectures, which, different from conventional architecture (whose designs are of permanent buildings), corresponds to the designing of spaces with temporary purposes. The focus of the study is the architectural design of spaces that are produced from building systems that can to be moved to different places (process of assembly / disassembly / reassembly) in order to identify the types of spaces generated and the processes used in their design / projecting. The aim is to investigate relationships between the initial project conceived based on a Reassemblable Construction System (RCS) and its application in the architectural design of professionals and students in order to contribute to the understanding of the specificities of this type of design activity. To this end it was developed the exploratory research based on multimedia methods, which includes: documentary analysis, technical visits, interviews, surveys, academic exercise and documentation by images. Although the study is not conclusive, the results indicate significant differences between the point of view of the RCS´s designers and its users (architects and architecture students) since the users demonstrated to have some difficulty to access the features provided for the first group, in particular the students. It is also demonstrated that the use of RCSs seems to change the appreciation / hierarchization of the conditions of project design, since, unlike what happens in traditional architectural design, the designers who use them seem to be more concerned with constructive issues, especially the structural elements (support and covering), instead of functionality, aesthetics and even physical characteristics of the site