Sexualidade e hanseníase: aspectos psicossociais

Pós-graduação em Psicologia do Desenvolvimento e Aprendizagem - FC

Filogenia molecular de Atta sexdens (Myrmicinae : Attini) e investigação de pseudogenes em formigas da tribo Attini

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Avaliação de núcleo metálico fundido, núcleo com fibra de vidro e endocrown em cerâmica: análise comparativa pelo método dos elementos finitos

Pós-graduação em Ciências Odontológicas - FOAR

Avaliação da membrana de troca aniônica DE 81 como ligante ba técnica de difusão em filmes finos por gradientes de concentração (DGT) para a determinação de Cromo VI

It is known that there is a wide variety of bioavailable trace metals in aquatic systems, and its determination is fundamental to predict impacts to organisms in these environments. However, the determination of the total concentration of chemicals in aquatic systems, despite its importance, does not provide necessary information for decision making or even may lead to misinterpretation of the procedures and potential risks to the system in question. This study aimed to use the technique of diffusion in thin films by concentration gradients (DGT) to evaluate the anion exchange membrane Whatman DE 81 as binder alternative in determining Cr (VI). Experiments were carried out to determine the diffusion coefficients for the material used diffusion (agarose gel). The behaviors of the binders were analyzed before the main variables of the systems, immersion time, pH and ionic strength. Then was made the assessment of potential interferences, to finally proceed with testing using actual samples in the laboratory and in situ

A interface da arte e do bem-estar na promoção da saúde na terceira idade

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Communicative Signs Meaning Naturally

Paul Grice distinguishes between natural meaning and non-natural meaning, where the first notion is especially connected to something’s being a natural sign and the second to communication. It is argued that some of the arguments against the distinction being exhaustive are based on a misinterpretation of Grice, but also that the distinction cannot be exhaustive if one takes into account both the criterion of factivity and the connection to communication. If one makes a distinction between natural and non-natural communication, then there are different types of natural communication to be distinguished: goal-directed communication, intentional communication and open intentional communication. Given the empirical evidence, the behavior of chimpanzees and of human infants may be described as goal-directed communication, but there are also important differences between the communicative behavior of the two.

The pulmonary artery catheter: the tool versus treatments based on the tool

The pulmonary artery catheter (PAC) is a powerful tool that has been used extensively in the assessment and monitoring of cardiovascular physiology. Gross misinterpretation of data gathered by the PAC is common, and its routine use without any specific interventions has not been shown to influence outcome. However, there currently is no evidence from randomized, controlled trials that any diagnostic or monitoring tool used in intensive care patients improves outcome. Studies evaluating the use of the PAC have included numerous potential confounding factors, and should be interpreted with caution. The information obtained with the PAC should be used to find better treatment strategies, and these strategies, instead of the tool itself, should be tested in clinical trials.

Im Nebel der Präzision: die Bestimmung von GrenzfallkandidatInnen oder wie viel Reliabilität ist genug?

Hintergrund: Bei der Durchführung von summativen Prüfungen wird üblicherweise eine Mindestreliabilität von 0,8 gefordert. Bei praktischen Prüfungen wie OSCEs werden manchmal 0,7 akzeptiert (Downing 2004). Doch was kann man sich eigentlich unter der Präzision einer Messung mit einer Reliabilität von 0,7 oder 0,8 vorstellen? Methode: Mittels verschiedener statistischer Methoden wie dem Standardmessfehler oder der Generalisierbarkeitstheorie lässt sich die Reliabilität in ein Konfidenzintervall um eine festgestellte Kandidatenleistung übersetzen (Brennan 2003, Harvill 1991, McManus 2012). Hat ein Kandidat beispielsweise bei einer Prüfung 57 Punkte erreicht, schwankt seine wahre Leistung aufgrund der Messungenauigkeit der Prüfung um diesen Wert (z.B. zwischen 50 und 64 Punkte). Im Bereich der Bestehensgrenze ist die Messgenauigkeit aber besonders wichtig. Läge die Bestehensgrenze in unserem Beispiel bei 60 Punkten, wäre der Kandidat mit 57 Punkten zwar pro forma durchgefallen, allerdings könnte er aufgrund der Schwankungsbreite um seine gemessene Leistung in Wahrheit auch knapp bestanden haben. Überträgt man diese Erkenntnisse auf alle KandidatInnen einer Prüfung, kann man die Anzahl der Grenzfallkandidaten bestimmen, also all jene Kandidatinnen, die mit Ihrem Prüfungsergebnis so nahe an der Bestehensgrenze liegen, dass ihr jeweiliges Prüfungsresultate falsch positiv oder falsch negativ sein kann. Ergebnisse: Die Anzahl der GrenzfallkandidatInnen in einer Prüfung ist, nicht nur von der Reliabilität abhängig, sondern auch von der Leistung der KandidatInnen, der Varianz, dem Abstand der Bestehensgrenze zum Mittelwert und der Schiefe der Verteilung. Es wird anhand von Modelldaten und konkreten Prüfungsdaten der Zusammenhang zwischen der Reliabilität und der Anzahl der Grenzfallkandidaten auch für den Nichtstatistiker verständlich dargestellt. Es wird gezeigt, warum selbst eine Reliabilität von 0.8 in besonderen Situationen keine befriedigende Präzision der Messung bieten wird, während in manchen OSCEs die Reliabilität fast ignoriert werden kann. Schlussfolgerungen: Die Berechnung oder Schätzung der Grenzfallkandidaten anstatt der Reliabilität verbessert auf anschauliche Weise das Verständnis für die Präzision einer Prüfung. Wenn es darum geht, wie viele Stationen ein summativer OSCE benötigt oder wie lange eine MC-Prüfung dauern soll, sind Grenzfallkandidaten ein valideres Entscheidungskriterium als die Reliabilität. Brennan, R.L. (2003) Generalizability Theory. New York, Springer Downing, S.M. (2004) ‘Reliability: on the reproducibility of assessment data’, Medical Education 2004, 38, 1006–12 Harvill, L.M. (1991) ‘Standard Error of Measurement’, Educational Measurement: Issues and Practice, 33-41 McManus, I.C. (2012) ‘The misinterpretation of the standard error of measurement in medical education: A primer on the problems, pitfalls and peculiarities of the three different standard errors of measurement’ Medical teacher, 34, 569 - 76

Lake-level rise in the late Pleistocene and active subaquatic volcanism since the Holocene in Lake Kivu; East African Rift

The history of Lake Kivu is strongly linked to the activity of the Virunga volcanoes. Subaerial and subaquatic volcanoes, in addition to lake-level changes, shape the subaquatic morphologic and structural features in Lake Kivu's Main Basin. Previous studies revealed that volcanic eruptions blocked the former outlet of the lake to the north in the late Pleistocene, leading to a substantial rise in the lake level and subsequently the present- day thermohaline stratification. Additional studies have speculated that volcanic and seismic activities threaten to trigger a catastrophic release of the large amount of gases dissolved in the lake. The current study presents a bathymetric mapping and seismic profiling survey that covers the volcanically active area of the Main Basin at a resolution that is unprecedented for Lake Kivu. New geomorphologic features identified on the lake floor can accurately describe related lake-floor processes for the first time. The late Pleistocene lowstand is observed at 425 m depth, and volcanic cones, tuff rings, and lava flows observed above this level indicate both subaerial and subaquatic volcanic activities during the Holocene. The geomorphologic analysis yields new implications on the geologic processes that have shaped Lake Kivu's basin, and the presence of young volcanic features can be linked to the possibility of a lake overturn.

Fast human pose estimation using 3D Zernike descriptors

Markerless video-based human pose estimation algorithms face a high-dimensional problem that is frequently broken down into several lower-dimensional ones by estimating the pose of each limb separately. However, in order to do so they need to reliably locate the torso, for which they typically rely on time coherence and tracking algorithms. Their losing track usually results in catastrophic failure of the process, requiring human intervention and thus precluding their usage in real-time applications. We propose a very fast rough pose estimation scheme based on global shape descriptors built on 3D Zernike moments. Using an articulated model that we configure in many poses, a large database of descriptor/pose pairs can be computed off-line. Thus, the only steps that must be done on-line are the extraction of the descriptors for each input volume and a search against the database to get the most likely poses. While the result of such process is not a fine pose estimation, it can be useful to help more sophisticated algorithms to regain track or make more educated guesses when creating new particles in particle-filter-based tracking schemes. We have achieved a performance of about ten fps on a single computer using a database of about one million entries.

Metodología para el análisis de los efectos de la rotura de un depósito en entorno urbano y clasificación de su riesgo potencial

El riesgo asociado a la rotura de un depósito de agua en entorno urbano (como la ocurrida, por ejemplo, en la Ciudad Autónoma de Melilla en Noviembre de 1997) y los potenciales daños que puede causar, pone en duda la seguridad de este tipo de infraestructuras que, por necesidades del servicio de abastecimiento de agua, se construyen habitualmente en puntos altos y cercanos a los núcleos de población a los que sirven. Sin embargo, la baja probabilidad de que se produzca una rotura suele rebajar los niveles de alerta asociados a los depósitos, haciéndose hincapié en la mejora de los métodos constructivos sin elaborar metodologías que, como en el caso de las presas y las balsas de riego, establezcan la necesidad de clasificar el riesgo potencial de estas infraestructuras en función de su emplazamiento y de estudiar la posible construcción de medidas mitigadoras de una posible rotura. Por otro lado, para establecer los daños que pueden derivarse de una rotura de este tipo, se hace imprescindible la modelización bidimensional de la ola de rotura por cuanto la malla urbana a la que afectaran no es susceptible de simulaciones unidimensionales, dado que no hay un cauce que ofrezca un camino preferente al agua. Este tipo de simulación requiere de una inversión económica que no siempre está disponible en la construcción de depósitos de pequeño y mediano tamaño. Esta tesis doctoral tiene como objetivo el diseño de una metodología simplificada que, por medio de graficas y atendiendo a las variables principales del fenómeno, pueda estimar un valor para el riesgo asociado a una posible rotura y sirva como guía para establecer si un deposito (existente o de nueva implantación) requiere de un modelo de detalle para estimar el riesgo y si es conveniente implantar alguna medida mitigadora de la energía producida en una rotura de este tipo. Con carácter previo se ha establecido que las variables que intervienen en la definición de riesgo asociado a la rotura, son el calado y la velocidad máxima en cada punto sensible de sufrir daños (daños asociados al vuelco y arrastre de personas principalmente), por lo que se ha procedido a estudiar las ecuaciones que rigen el problema de la rotura del depósito y de la transmisión de la onda de rotura por la malla urbana adyacente al mismo, así como los posibles métodos de resolución de las mismas y el desarrollo informático necesario para una primera aproximación a los resultados. Para poder analizar las condiciones de contorno que influyen en los valores resultantes de velocidad y calado, se ha diseñado una batería de escenarios simplificados que, tras una modelización en detalle y un análisis adimensional, han dado como resultado que las variables que influyen en los valores de calado y velocidad máximos en cada punto son: la altura de la lamina de agua del depósito, la pendiente del terreno, la rugosidad, la forma del terreno (en términos de concavidad) y la distancia del punto de estudio al deposito. Una vez definidas las variables que influyen en los resultados, se ha llevado a cabo una segunda batería de simulaciones de escenarios simplificados que ha servido para la discusión y desarrollo de las curvas que se presentan como producto principal de la metodología simplificada. Con esta metodología, que solamente necesita de unos cálculos simples para su empleo, se obtiene un primer valor de calado y velocidad introduciendo la altura de la lámina de agua máxima de servicio del depósito cuyo riesgo se quiere evaluar. Posteriormente, y utilizando el ábaco propuesto, se obtienen coeficientes correctores de los valores obtenidos para la rugosidad y pendiente media del terreno que se esta evaluando, así como para el grado de concavidad del mismo (a través de la pendiente transversal). Con los valores obtenidos con las curvas anteriores se obtienen los valores de calado y velocidad en el punto de estudio y, aplicando la formulación propuesta, se obtiene una estimación del riesgo asociado a la rotura de la infraestructura. Como corolario a la metodología mencionada, se propone una segunda serie de gráficos para evaluar, también de forma simplificada, la reducción del riesgo que se obtendría con la construcción de alguna medida mitigadora como puede ser un dique o murete perimetral al depósito. Este método de evaluación de posible medidas mitigadoras, aporta una guía para analizar la posibilidad de disminuir el riesgo con la construcción de estos elementos, o la necesidad de buscar otro emplazamiento que, si bien pueda ser no tan favorable desde el punto de vista de la explotación del depósito, presente un menor riesgo asociado a su rotura. Como complemento a la metodología simplificada propuesta, y además de llevar a cabo la calibración de la misma con los datos obtenidos tras la rotura del depósito de agua de Melilla, se ha realizado una serie de ejemplos de utilización de la metodología para, además de servir de guía de uso de la misma, poder analizar la diferencia entre los resultados que se obtendrían con una simulación bidimensional detallada de cada uno de los casos y el método simplificado aplicado a los mismos. The potential risk of a catastrophic collapse of a water supply reservoir in an urban area (such as the one occurred in Melilla in November 1997) and the damages that can cause, make question the security in this kind of infrastructures, which, by operational needs, are frequently built in high elevations and close to the urban areas they serve to. Since the likelihood of breakage is quite low, the alert levels associated to those infrastructures have also been downgraded focussing on the improvement of the constructive methods without developing methodologies (like the ones used in the case of dams or irrigation ponds) where there is a need of classifying the potential risk of those tanks and also of installing mitigating measures. Furthermore, to establish the damages related to a breakage of this kind, a twodimensional modelling of the breakage wave becomes imperative given that the urban layout does not provide a preferential way to the water. This kind of simulation requires financial investment that is not always available in the construction of small and medium sized water tanks. The purpose of this doctoral thesis is to design a simplified methodology, by means of charts and attending to the main variables of the phenomenon, that could estimate a value to the risk associated to a possible breakage. It can also be used as a guidance to establish if a reservoir (existing or a new one) requires a detailed model to estimate the risk of a breakage and the benefits of installing measures to mitigate the breakage wave effects. Previously, it has been established that the variables involved in the risk associated to a breakage are the draft and the maximum speed in every point susceptible to damages (mainly damages related to people). Bellow, the equations ruling the problem of the reservoir breakage have been studied as well as the transmission of the breakage wave through the urban network of the city and the possible methods to solve the equations and the computer development needed to a first approach to the results. In order to be able to analyse the boundary conditions affecting the values resulting (speed and draft), a set of scenarios have been designed. After a detailed modelling and a dimensionless analysis it has been proved that the variables that influence the operational draughts and the maximum speed in every point are the water level in the tank, the slope, the roughness and form (in terms of concavity) of the terrain and the distance between the tank and the control point. Having defined the involving variables, a second set of simulations of the simplified scenarios has been carried out and has helped to discuss and develop the curves that are here presented as the final product of the simplified methodology. This methodology only needs some simple calculations and gives a first value of draft and speed by introducing the maximum water level of the tank being evaluated. Subsequently, using the suggested charts, the method gives correction coefficients of the measured values for roughness and average slope of the assessed terrain as well as the degree of concavity (through transverse gradient).With the values from the previous curves (operational draughts and speed at the point of survey) and applying the proposed formulation, an estimation of the risk associated to the breakage of the infrastructure is finally obtained. As a corollary of the mentioned methodology, another set of diagrams is proposed in order to evaluate, in a simplified manner also, the risk reduction that could be gained with the construction of some mitigating measures such as dikes or retaining walls around the reservoir. This evaluating method provides a guide to analyse the possibility to reduce the risk, constructing those elements or even looking for a different site that could be worse in terms of exploitation of the tank but much safer. As a complement to the simplified methodology here proposed, and apart from completing its calibration with the obtained data after the reservoir breakage in Melilla, a number of examples of the use of the methodology have been made to be used as a user guide of the methodology itself, as well as giving the possibility of analysing the different results that can be obtained from a thorough two-dimensional simulation or from the simplified method applied to the examples.

Sensibilizar para a diversidade linguística e cultural no pré-escolar

Relatório de estágio apresentado para obtenção do grau de mestre na especialidade profissional de educação pré-escolar

Top-down versus bottom-up and the Ruritanian bean bug

In a recent article, Hunter uses the late George Varley and George Gradwell’s long-term data on the winter moth (Operophtera brumata) and green tortrix (Tortrix viridana) populations to propose a method of quantifying the relative importance of top-down effects (because of natural enemies) and bottom-up effects (because of resource competition) in influencing population dynamics. We believe this approach is deeply flawed. Using Varley and Gradwell’s winter moth study, we show that the problems with Hunter’s analysis lie in his misinterpretation of the population dynamics and his inappropriate use of statistical techniques. We also emphasize the importance of distinguishing clearly between two quite different things: firstly, top-down and bottom-up regulation of populations and secondly, the much simpler task of categorizing factors affecting changes in population density as either top-down or bottom-up processes.

Paleoclimate and Amerindians: Evidence from stable isotopes and atmospheric circulation

Two Amerindian demographic shifts are attributed to climate change in the northwest plains of North America: at ≈11,000 calendar years before present (yr BP), Amerindian culture apparently split into foothills–mountains vs. plains biomes; and from 8,000–5,000 yr BP, scarce archaeological sites on the open plains suggest emigration during xeric “Altithermal” conditions. We reconstructed paleoclimates from stable isotopes in prehistoric bison bone and relations between weather and fractions of C4 plants in forage. Further, we developed a climate-change model that synthesized stable isotope, existing qualitative evidence (e.g., palynological, erosional), and global climate mechanisms affecting this midlatitude region. Our isotope data indicate significant warming from ≈12,400 to 11,900 yr BP, supporting climate-driven cultural separation. However, isotope evidence of apparently wet, warm conditions at 7,300 yr BP refutes emigration to avoid xeric conditions. Scarcity of archaeological sites is best explained by rapid climate fluctuations after catastrophic draining of the Laurentide Lakes, which disrupted North Atlantic Deep Water production and subsequently altered monsoonal inputs to the open plains.

Avaliação do efeito de diferentes concentrações de fotoiniciadores em propriedades mecânicas e na cor de um adesivo dental experimental

O presente trabalho teve por foco prover uma revisão de conceitos relacionados às resinas dentais fotopolimeráveis e, também, analisar como diferentes concentrações de fotoiniciadores de uso comum em odontologia podem influenciar no desempenho mecânico e na cor de resinas dentais. Concentrações de 0,01%, 0,10%, 0,25% 0,50%, 0,75%, 1,00% e 10% em massa de fotoiniciador foram adicionadas em uma matriz polimérica composta por TEGDMA/BisGMA 50%/50% em massa de forma que, fixando variáveis externas referentes à fonte de luz e à preparação das amostras, foi possível avaliar o efeito da concentração de fotoiniciador nas propriedades mecânicas de resistência à fratura por compressão, resistência à fratura pela aplicação de tensão diametral e dureza Barcol. Por fim, o efeito da concentração na cor aferida através do método CIELab foi investigada. Os fotoiniciadores utilizados foram o Irgacure® 819, a 1-fenil-1,2-propanodiona (PPD) e a Canforoquinona a qual foi utilizada juntamente com ocoiniciador Etil-4 dimetilaminobenzoato (EDB) na concentração constante de 1% em massa. Os resultados mecânicos e de cor foram comparados entre as diferentes amostras através de análises estatísticas (ANOVA) e, especificamente para cor, o parâmetro de diferença de cor (ΔE) foi interpretado verificar se as alterações observadas são perceptíveis ao olho humano. Para fundamentar os estudos, análises do espectro de absorção das amostras, do espectro de irradiação da fonte de luz e do grau de conversão das amostras foram realizadas. Os resultados revelaram que, independentemente do fotoiniciador, graus de conversão da mesma ordem de grandeza de um adesivo comercial foram obtidos, porém as velocidades de reação foram diferentes (maior velocidade para as amostras de CQ e menor para PPD). Curvas características foram obtidas para os espectros de absorção e de irradiação confirmando, pela sobreposição das curvas, que a fonte de luz é efetiva para iniciação da polimerização das amostras. As análises de resistência à fratura revelaram que a quebra catastrófica do material ocorrerá preferencialmente quando a força é aplicada ao longo do diâmetro para os corpos de prova preparados. Quanto à dureza, verificou-se que que para a CQ houve um máximo, para Irgacure um comportamento assintótico com aumento da concentração e, para a PPD, não foi possível a obtenção de amostras (verificado que a PPD necessita de tempo de irradiação superior ao convencionalmente utilizado na prática odontológica). Os testes de ANOVA permitiram verificar que o Irgacure é capaz de fornecer resultados mecânicos semelhante em relação à CQ ocasionando, em contrapartida, um menor escurecimento e amarelamento. Analisando o parâmetro ΔE, confirmou-se que a alteração na cor se torna evidente à medida que ocorre o aumento da concentração de fotoiniciador independentemente do fotoiniciador utilizado, porém a alteração é maior para a CQ.