The aim of this thesis is to explain the change in the debate about police accountability in Britain that took place in the 1980s. In seeking such an explanation in the reinvention of police accountability over this period, a four dimensional analysis of accountability is presented. This is used to examine, in turn, the history of police governance in London, the debates about police accountability that took place in the 1980s, and the implications of the growing influence of community policing that culminated in the introduction by the Metropolitan Police of a new style of ‘sector policing’. A series of questions about whether and how police accountability was reinvented in the 1980s are posed, and the implications of the reconceptualisation that took place are assessed in their historical and theoretical contexts. Use is also made of empirical data drawn from a study of the implementation of sector policing on an inner city police area in North London. It is argued that far-reaching changes took place in the conceptualisation of police accountability during the 1980s on all four of the dimensions identified, and that this reinvention of the relationship between police and people made policing in London neither more democratic nor more consensual.

Thesis (Ph. D.)--University of Rhode Island, 2003. / Typescript. Includes bibliographical references (leaves 99-102).

Thesis (Ph. D.)--University of Wisconsin--Madison, 1967. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliography.

Made available in DSpace on 2014-06-11T19:28:33Z (GMT). No. of bitstreams: 0 Previous issue date: 2011-08-19Bitstream added on 2014-06-13T19:58:06Z : No. of bitstreams: 1 claro_gks_me_bauru.pdf: 1638801 bytes, checksum: 64af55b7016b44956f54e04a50b76b3c (MD5) / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) / Este trabalho tem o propósito de contribuir para a generalização tridimensional de problemas de análise numérica da propagação de fissura, mediante a formulação de elementos finitos com descontinuidade incorporada. Em problemas planos as descontinuidades correspondem a linhas que podem ser elaboradas de uma forma relativamente simples, através da construção sequencial de segmentos retos, orientados conforme a direção de falha no interior de cada elemento finito do sólido. Na análise tridimensional a construção do caminho de descontinuidade é mais complexa, pois devem ser construídas superficiais planas no interior de cada elemento e essas superfícies planas devem ser contínuas entre os elementos. É apresentada, nesse trabalho, uma técnica alternativa de construção do caminho de descontinuidade em análises tridimensionais baseado na solução de um problema análogo ao problema de condução de calor, estabelecido a partir de orientações locais de falha, baseado no estado de tensão do problema mecânico. A solução do problema equivalente é obtida utilizando a mesma malha e interpolações do problema mecânico. Para minimizar o esforço computacional, é proposta uma estratégia na qual a análise para mapear o caminho da descontinuidade é restrita ao domínio formado por alguns elementos próximos à superfície de fissura, que se desenvolve ao longo do processo de carregamento. Para validar a metodologia proposta foram realizadas análises tridimensionais de problemas básicos de fratura experimentais e seus resultados foram contrastados com os resultados encontrados na bibliografia. Realizou-se também a comparação do tempo de processamento entre o algoritmo proposto e o algaritmo global para as mesmas análises mencionadas acima. Como resultado, constatou-se que o algoritmo proposto conseguiu descrever satisfatoriamente as trajetórias de descontinuidade, consumindo menor tempo de processamento / This work contributes to the generalization to 3D problems of numerical analysis of crack propagation, through finite elements formulation with embedded discontinuity. In plane problems the discontinuities correspond to lines that can be tracked in a relatively simple way, by sequentially constructing straight segments, following the crack orientation inside each solid finite elements. In tree-dimensional analysis the tracking scheme is more complex since planar surfaces must be constructed inside each element and these planar surfaces must be continuous between elements. It is show in this work, an alternative version of discontinuity path construction technique in three-dimensional analysis based on the solution of an analogous heat conduction problem, established from the local failure orientation based on the stress state of the mechanical problem. The solution of the equivalent problem is obtained using the same mesh and interpolations of the mechanical problem. To minimize computational effort, a strategy is proposed in which the analysis to track the discontinuity path is restricted to the domain formed by few elements near the crack surface front, which develops along the loading process. To validate the poposed methodology three-dimensional analysis of experimental fracture test were performed and the results were contrasted with those obtained from the literature. The comparison between the process time of the proposed algorithm and the global algorithm was performed too. It was found that the proposed algorithm was able to describe the discontinuity path satisfactorily with reduced computational time

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Purpose: Post-COVID-19 workforce issues have pushed terms like resilience and burnout further into the forefront of professional discourse. Strategies aimed to improve resilience, decrease burnout, and increase retention appear to be less effective in the current climate. One potential unexplored contributor is toxic positivity. The purpose of this research is to analyze the concept of toxic positivity and its relevance to nursing. Aims: Research questions; “1) How is toxic positivity used across contexts?; 2) Whose perspectives are represented and whose are not?; 3) What are the dimensions of toxic positivity?; 4) How are the dimensions related?; and 5) How is toxic positivity constructed and used in nursing? Methods: Using Schatzman’s dimensional analysis approach, the first analytic phase, Identification, elucidates relevant conceptual dimensions. The second analytic phase, Logistics, examines relationships among dimensions and contexts. Finally, a dimensional matrix provides conceptualization of toxic positivity for nursing. Results: Preliminary results reveal roots of toxic positivity in the realm of positive psychology with relevant dimensions including unrealistic optimism, inauthentic platitudes, and emotional invalidation and identified contexts including business, psychology, and medicine with no identified contexts in nursing. Primary limitations include limited time to complete this analysis, lack of empirical evidence regarding toxic positivity, and the potential for other unrealized dimensions or contexts. Conclusions: Results suggest nursing perspectives are missing from the literature about toxic positivity. Identifying toxic positivity as a phenomenon in nursing work environments has potential to inform future research and theoretical work related to nursing workforce burnout, retention, and coping strategies.

No description available.

The method of dimensional analysis has been used for almost a century with experimental methods to obtain, among other things, prediction equations in the physical sciences and engineering. Only recently has the method been considered in the statistical sense. A thorough literature research is presented, including history, method and theory, problems, and disadvantages of dimensional analysis. The dimensional analysis preliminary model is transformed into a multiple linear regression model and is compared to a quadratic regression model with respect to prediction of a single variable in some practical examples. Whereas dimensions are the main consideration in the dimensional analysis model, they are ignored in the quadratic regression model. Two sets of experimental data were used, each set on both models, and the respective residual sum of squares and multiple correlation coefficients compared. The results were similar in both cases. The correlation coefficients of the quadratic model were higher than those of the dimensional analysis model and the residual sum of squares were lower for the quadratic than for the dimensional analysis model. / M.S.

The effects of basin edge slope on the dynamic response of soil deposits are assessed by using one-dimensional and two-dimensional numerical analyses. 24 basin models having trapezoidal cross section are generated to represent different geometries (basin depth, basin edge slope) and soil type. Harmonic base motions with different predominant periods (Tp) are used in the analyses. The results indicate that, for a constant basin edge slope and a constant ratio of fundamental period of site to the predominant period of base motion (Tn/Tp), the response is almost the same for different soil types, basin depths and base motions. In the sloping edge region, one-dimensional response analysis predictions are found to be conservative compared to two-dimensional analysis predictions / however beyond this region they are unconservatively biased by a factor as high as 1.5. The sloping edge region and the horizontal region of the basin are denoted by normalized distance (ND) values varying from 0 to 1 and 1 to 2 respectively. The critical region where maximum amplification observed falls in the range of ND=1.0 to ND=1.5 for basins having slopes greater than 30o. The lower boundary of the critical region is shifted towards as low as ND=0.2 for basins having slopes less than 30o. For a constant value of Tn/Tp, the increase in the amplification is smooth for basins with gentle slopes as compared to basins with steep slopes for the region where ND~1. For a basin and earthquake couple approaching to resonance state (Tn/Tp=1), the amplification for the region where ND is greater than 1 is found to be as high as 100% of that is found for the region where ND~1.

Sistemas de irrigação geralmente são dimensionados negligenciando-se os cálculos das perdas localizadas de carga, o que muitas vezes causa desbalanço hidráulico deste sistema. A irrigação localizada possui muitas peças especiais para as quais, muitas vezes, não existem equações matemáticas que possibilitem o cálculo destas perdas. Este trabalho teve como objetivo o ajuste de equações que permitam o cálculo da perda localizada de carga para a passagem direta e outra para a passagem lateral, causada pela presença de conectores iniciais de linha. A perda de carga na passagem direta é causada pela área da protrusão do conector internamente à tubulação e a perda de carga na passagem lateral é causada pela mudança no perfil de escoamento da água ao passar pelo conector. Para as duas situações a perda localizada no conector foi obtida por diferença entre a perda distribuída de carga no tubo mais conector e a perda distribuída de carga no tubo sem conector. Foram utilizados 5 conectores em 5 diâmetros de tubulação de polietileno e 3 diâmetros de tubulação de PVC. Foi utilizada análise dimensional para o desenvolvimento das equações que para a passagem direta apresentou um coeficiente de determinação de 97,27% e para a passagem lateral o coeficiente de determinação foi de 96,26%. As duas equações desenvolvidas apresentaram um coeficiente ótimo de desempenho, sendo seu uso indicado para os limites testados neste trabalho. / Irrigation systems are generally dimensioned neglecting the calculation of the local head loss which often causes a hydraulic disbalance of this system. There are many special components on a trickle irrigation system to which there are not mathematical equations that allow the calculation of these head losses. This study aimed the adjustment of one equation for calculating the local head losses to the direct passage and one for the lateral passage, caused by the presence of initial connectors on the lateral line. The local head loss on the direct passage is caused by the protrusion area of the connector inside the pipe and the local head loss on the lateral passage is caused by the change in the flow cross-section, when water passes through the connector. For both situations the local head loss on the connector was obtained by the difference between the local head loss on the pipe plus the connectors and the local head loss on the pipe without the connectors. There were used 5 connectors in 5 diameters polyethylene pipes and 3 diameters PVC pipes. Dimensional analysis was used to develop the equations that for the direct passage presented a determination coefficient of 97,27% and for the lateral passage the determination coefficient was 96,26%. The two equations developed showed a good coefficient of performance, and its use is indicated for the limits tested in this study.