986 resultados para The Cube


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A presente pesquisa sugeriu um novo modelo de Adoção de Tecnologia com o foco na inclusão digital, levando em consideração três dimensões: o acesso à tecnologia, a capacitação para utilizá-la e a atitude do usuário em relação a ela. Foi proposto um modelo cúbico, onde o volume do cubo representaria a tendência à adoção de tecnologia de um determinado sujeito ou grupo. Foram criados, para tanto, um conjunto de quatro instrumentos de pesquisa, a saber, um questionário, duas lâminas relacionadas à capacitação e uma lâmina projetiva para o estudo da atitude. Como resultado, foi possível observar que o volume do cubo de adoção realmente aumenta quanto mais freqüente é a utilização de tecnologia. Apesar disso, houve uma inversão interessante em relação à atitude. Viu-se que ela tende a diminuir quando o usuário está sendo inserido numa determinada tecnologia, nova para ele.

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This work aims to detect polycyclic aromatic hydrocarbons (PAHs) through optimized analytical techniques, such as gas chromatography with flame-ionisation detector (CGFID), gas chromatography coupled to mass spectrometry (CGMS), Fluorescence Spectroscopy of Molecular and Purpot of oils and greases (POG). Apply to chemometrics, Factorial Planning 23, in the preparation of samples by liquid-liquid extraction. The sample preparation was used for liquid-liquid extraction and factors in this sample was used for the application of factorial planning 23, such as the use of ultrasound, solvents (dichloromethane, hexane and chloroform) and ratio of solvent / synthetic sample. These factors were assigned two types of levels: positive and negative. It was used to form the cube to better analyze the answers. The responses of the eight combinations were obtained in reading the spectrofluorimetric. The optimization of equipment were used, and they served in the HPA's identification of the samples collected in Rio Potengi. The optimization of the equipment was observed every 16's and PAH in the samples was found that the HPA's came from contamination of the Rio Potengi. The contamination comes through organic household waste, hospital waste, and among other contamination that comes from industries that are installed around the River The factorial design of high validity, it was observed a more effective sample preparation. The factorial design of liquid-liquid extraction showed a way to spend less solvent in less time using an ideal solvent, but also a way to extract more analyte from the matrix itself is water. In planning a smaller form factor extraction was the use of ultrasound, the ratio 1:3 corresponding to a solvent and sample 3 and the best solvent was dichloromethane who presented a viable extraction, not discarding the possibility of using also the hexane. The chloroform and may be toxic not had a good extraction

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The vibration transmissibility characteristics of a single-degree-of- freedom (SDOF) passive vibration isolation system with different nonlinear dampers are investigated in this paper. In one configuration, the damper is assumed to be linear and viscous, and is connected to the mass so that it is perpendicular to the spring (horizontal damper). The vibration is in the direction of the spring. The second configuration is one in which the damper is in parallel with the spring but the damping force is proportional to the cube of the relative velocity across the damper (cubic damping). Both configurations are studied for small amplitudes of excitation, when some analysis can be conducted based on analytical expressions, and for large amplitudes of excitation, where the analysis is based on numerical simulations. It is found that the two nonlinear systems can outperform the linear system when force transmissibility is considered. However, for displacement transmissibility, the system with the horizontal damper exhibits some desirable properties, but the system with cubic damping does not. © 2012 Elsevier Ltd.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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As discussões sobre criatividade indicam uma dificuldade tanto na definição do que seria um padrão “original” ou “criativo” quanto de identificar que variáveis o controlariam. Dentre as interpretações deste fenômeno encontra-se a chamada “interconexão espontânea de repertórios”, quando dois ou mais repertórios diferentes, aprendidos em separado, podem se juntar em novas situações produzindo sequências originais de comportamento. A resolução de um problema de forma súbita através desta interconexão foi denominada de “Insight”. Um dos processos que participariam dessa interconexão seria a “Generalização Funcional”. O presente estudo replicou com algumas mudanças, utilizando três ratos (Rattus norvegicus) como sujeitos (S1, S2 e S3), o trabalho original de Epstein (1985b) e investigou o papel da “Generalização Funcional” na interconexão dos repertórios. Ao S1 e ao S2 foram ensinados separadamente três repertórios distintos. O S1 aprendeu a (1) empurrar um cubo de maneira direcionada, (2) a subir e se erguer sobre cubo e (3) a puxar uma corrente. O S2 aprendeu a (1) empurrar um cubo de maneira não direcionada, (2) a subir e se erguer sobre cubo e a (3) puxar uma corrente. O S3 aprendeu apenas a (1) subir e se erguer sobre cubo e (2) a puxar uma corrente. Após o treino foram colocados numa situaçãoproblema que exigiria a interconexão das habilidades aprendidas para que a resolução ocorresse. O S1 e o S2 resolveram o problema de maneiras distintas: o S1 resolveu de forma aleatória e o S2 resolveu após um treino adicional de subir e puxar a corrente que estabeleceu elos importantes para a resolução. O S3 não resolveu o problema. Os dados indicaram que a generalização funcional poderia ser explicada como generalização simples e que esta não seria um requisito fundamental para a resolução súbita do problema.

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Pós-graduação em Matemática em Rede Nacional - IBILCE

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Construction techniques with ruler and the compasses, fundamental on Euclidean geometry, have been related to modern algebraic theories such as solving equations and extension of bodies from the works by Paolo Ruffini (1765-1822), Niels Henrik Abel (1802-1829) and Evariste Galois (1811-1832). This relation could provide an answer to some famous problems, from ancient Greece, such as doubling the cube, the trisection Angle, the Quadrature of the Circle and the construction of regular polygons, which remained unsolved for over two thousand years. Also important for our purposes are the notions of algebraic numbers, transcendental and the criteria for constructability, of those numbers. The objective of this study is to reconstruct relevant steps of geometric constructions with ruler (unmarked) and the compasses, from the elementary to the outcome buildings, in the nineteenth century, considering those mentioned problems.

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Linear resonant harvesters have been the most common type of generators used to scavenge energy from mechanical vibrations. When subject to harmonic excitation, good performance is achieved once the device is tuned so that its natural frequency coincides with the excitation frequency. In such a situation, the average power harvested in a cycle is proportional to the cube of the excitation frequency and inversely proportional to the suspension damping, which is sought to be very low. However, a very low damping involves a relatively long transient in the system response, where the classical formulation adopted for steady-state regimes do not hold. This paper presents an investigation into the design of a linear resonant harvester to scavenge energy from time-limited harmonic excitations involving a transient response, which could be more likely in some practical situations. An application is presented considering train-induced vibrations.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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The results of shore-based three-axis resistivity and X-ray computed tomography (CT) measurements on cube-shaped samples recovered during Leg 185 are presented along with moisture and density, P-wave velocity, resistivity, and X-ray CT measurements on whole-round samples of representative lithologies from Site 1149. These measurements augment the standard suite of physical properties obtained during Leg 185 from the cube samples and samples obtained adjacent to the cut cubes. Both shipboard and shore-based measurements of physical properties provide information that assists in characterizing lithologic units, correlating cored material with downhole logging data, understanding the nature of consolidation, and interpreting seismic reflection profiles.

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La Tesis Doctoral nace con una intensa vocación pedagógica. La hipótesis de trabajo se establece en torno a una cuestión de interés personal, un tema sobre el que se vertebran, desde el comienzo del doctorado, los diferentes cursos y trabajos de investigación: LA CASA DOMÍNGUEZ como paradigma de la dialéctica en la obra de Alejandro de la Sota. La clasificación de la realidad en categorías antagónicas determina un orden conceptual polarizado, una red de filiaciones excluyentes sobre las que Sota construye su personal protocolo operativo: la arquitectura intelectual o popular, experimental o tradicional, universal o local, ligera o pesada, elevada o enterrada, etc. Se propone el abordaje de una cuestión latente en el conjunto de la obra ‘sotiana’, desde la disección y el análisis de una de sus obras más pequeñas: la casa Domínguez. Se trata de una organización sin precedentes, que eleva la estrategia dialéctica al paroxismo: la vivienda se separa en dos estratos independientes, la zona de día, elevada, y la zona de noche, enterrada; cada uno de los estratos establece su propio orden geométrico y constructivo, su propio lenguaje y carácter, su propia identidad e incluso su propio presupuesto. Las relaciones entre interior y exterior se especializan en función de la actividad o el reposo, estableciéndose una compleja red de relaciones, algunas evidentes y otras celosamente veladas, entre los diferentes niveles. La estancia destinada a las tareas activas se proyecta como un objeto de armazón ligero y piel fría; la precisa geometría del cubo delimita la estancia vigilante sobre el paisaje conquistado. La ladera habitada se destina al reposo y se configura como una topografía verde bajo la que se desarrollan los dormitorios en torno a patios, grietas y lucernarios, generando un paisaje propio: la construcción del objeto frente a la construcción del lugar La casa Domínguez constituye uno de los proyectos menos estudiados, y por lo tanto menos celebrados, de la obra de Don Alejandro. Las publicaciones sucesivas reproducen la documentación gráfica junto a la memoria (epopeya) que el propio Sota compone para la publicación del proyecto. Apenas un par de breves textos críticos de Miguel Ángel Baldellou y, recientemente de Moisés Puente, abordan la vivienda como tema monográfico. Sin embargo, la producción de proyecto y obra ocupó a De la Sota un periodo no inferior a diez años, con casi cien planos dibujados para dos versiones de proyecto, la primera de ellas, inédita. El empeño por determinar hasta el último detalle de la ‘pequeña’ obra, conduce a Sota a controlar incluso el mobiliario interior, como hiciera en otras obras ‘importantes’ como el Gobierno Civil de Tarragona, el colegio mayor César Carlos o el edificio de Correos y Telecomunicaciones de León. La complicidad del cliente, mantenida durante casi cuarenta años, habilita el despliegue de una importante colección de recursos y herramientas de proyecto. La elección de la casa Domínguez como tema central de la tesis persigue por lo tanto un triple objetivo: en primer lugar, el abordaje del proyecto como paradigma de la dialéctica ‘sotiana’, analizando la coherencia entre el discurso de carácter heroico y la obra finalmente construida; en segundo lugar, la investigación rigurosa, de corte científico, desde la disección y progresivo desmontaje del objeto arquitectónico; y por último, la reflexión sobre los temas y dispositivos de proyecto que codifican la identificación entre la acción de construir y el hecho de habitar, registrando los aciertos y valorando con actitud crítica aquellos elementos poco coherentes con el orden interno de la propuesta. This doctoral thesis is the fruit of a profound pedagogical vocation. The central hypothesis was inspired by a question of great personal interest, and this interest has, since the very beginning of the doctorate, been the driving force behind all subsequent lines of research and investigation. The “Casa Domínguez” represents a paradigm of the dialectics found in the work of Alejandro de la Sota. The perception of reality as antagonistic categories determines a polarized conceptual order, a network of mutually excluding associations upon which Sota builds his own personal operative protocol: intellectual or popular architecture, experimental or traditional, universal or local, heavy or light, above or below ground, etc. Through the analysis and dissection of the “Casa Domínguez”, one of Sota’s smallest projects, an attempt is made to approach the underlying question posed in “Sotian” work as a whole. This is about organization without precedent, raising the strategic dialectics to levels of paroxysm. The house is divided into two separate levels, the day-time level above ground, and the lower night-time level beneath the surface of the ground. Each level has its own geometrical and stuctural order, its own language and character, its own identity and even has its own construction budget. The interaction between the two areas is centered on the two functions of rest and activity, and this in turn establishes a complex relationship network between both, which is sometimes self-evident, but at other times jealously guarded. The living area designed for daily activity is presented as an object of light structure and delicate skin; the precise geometry of the cube delimiting the ever watchful living area’s domain over the land it has conquered. A green topography is created on the slope below which lies an area adapted for rest and relaxation. Two bedrooms, built around patios, skylights and light crevices, generate an entirely independent environment: the construction of an object as opposed to the creation of a landscape. The “Casa Domínguez” project has been subject to much less scrutiny and examination than Don Alejandro’s other works, and is consequently less well-known. A succession of journals have printed the blueprint document together with a poetic description (epopee), composed by Sota himself, to mark the project’s publication. There has, however, scarcely been more than two brief critical appraisals, those by Miguel Ángel Baldellou and more recently by Moisés Puente, that have regarded the project as a monographic work. The project and works nevertheless occupied no less than ten years of De La Sota’s life, with over a hundred draft drawings for two separate versions of the project, the first of which remains unpublished. The sheer determination to design this “small” work in the most meticulous detail, drove Sota to manage and select its interior furniture, as indeed he had previously done with more “important” works like the Tarragona Civil Government, César Carlos College, or the Post Office telecommunications building in León. Client collaboration, maintained over a period of almost forty years, has facilitated an impressive array of the project’s tools and resources. The choice of “Casa Domínguez” as the central subject matter of this thesis, was made in pursuance of a triple objective: firstly, to approach the project as a paradigm of the “Sotian” dialectic, the analysis of the discourse between the heroic character and the finished building; secondly, a rigorous scientific investigation, and progressive disassembling and dissecting of the architectonic object; and finally, a reflection on aspects of the project and its technology which codify the identification between the action of construction and the reality of living, thus marking its achievements, whilst at the same time subjecting incoherent elements of the proposal’s established order to a critical evaluation.

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En esta tesis se presenta una metodología para la caracterización del oleaje, dentro del marco de las nuevas Recomendaciones para Obras Marítimas (ROM 0.0.-00 y ROM 1.0-09), por ser una de las principales acciones que afectan a la estabilidad de las estructuras marítimas. Debido al carácter aleatorio intrínsecamente multivariado de la acción considerada, las tormentas, su caracterización paramétrica se realiza en términos de funciones cópula uniparamétricas. Las variables consideradas son altura de ola significante del pico de la tormenta, el periodo medio asociado y la magnitud, o número de olas, de todo el ciclo de solicitación. Para establecer un patrón teórico de evolución de la tormenta que permita extrapolar las muestras fuera de la región con datos se analizan los modelos teóricos existentes, comprobándose que no reproducen adecuadamente las tormentas constituidas por estados de mar con un peso importante de oleaje swell. Para evitar esta limitación se proponen cuatro modelos teóricos de evolución de tormentas con distintas formas geométricas. El análisis de los modelos existentes y los propuestos pone de relieve que el Modelo Magnitud Equivalente de Tormenta (EMS= Equivalent Magnitude Storm) con la forma triangular es el que mejor adapta las tormentas constituidas por estados de mar típicos del viento. Para tormentas con un mayor grado de desarrollo, el modelo teórico de tormenta EMS con la forma trapezoidal es el adecuado. De las aproximaciones propuestas para establecer el periodo medio de los sucesivos estados de mar del ciclo de solicitación. la propuesta por Martín Soldevilla et al., (2009) es la más versátil y , en general , mejor reproduce la evolución de todo tipo de tormentas. La caracterización de las tormentas se complementa con la altura de ola máxima. Debido a la mayor disponibilidad y longitud temporal de los datos sintéticos frente a las registros, la práctica totalidad de los análisis de extremos se realizan con tormentas sintéticas en las que la distribución de olas individuales es desconocida. Para evitar esta limitación se utilizan modelos teóricos de distribución de olas acordes a las características de cada uno de los estados de mar que conforman la tormenta sintética. Para establecer dichas características se utiliza la curtosis y en función de su valor la altura de ola máxima se determina asumiendo una determinada distribución de olas. Para estados de mar lineales la distribución de olas individuales de Rayleigh es la considerada. Para condiciones no lineales de gran ancho de banda el modelo de distribución de olas propuesto por Dawson, (2004) es el utilizado y si es de banda estrecha las predicciones de (Boccotti, (1989), Boccotti et al., (2013)) se compara con las resultantes del modelo de Dawson. La caracterización de la evolución de las tormentas en términos multivariados es aplicada al estudio de la progresión del daño del manto principal de diques en talud, y al rebase de las olas. Ambos aspectos cubren el segundo objetivo de la tesis en el que se propone una nueva formulación para el dimensionamiento de mantos constituidos por bloques cúbicos de hormigón. Para el desarrollo de esta nueva formulación se han utilizado los resultados recogidos en los estudios de estabilidad del manto principal de diques talud realizados en modelo físico a escala reducida en el Centro de Estudios de Puertos y Costas (CEDEX) desde la década de los 80 empleando, en su mayoría, bloques paralelepípedos cúbicos de hormigón. Por este motivo y porque los últimos diques construidos en la costa Española utilizan este tipo de pieza, es por lo que la formulación planteada se centra en este tipo de pieza. Después de un primer análisis de las fórmulas de cálculo y de evolución existentes, se llega a la conclusión de que es necesario realizar un esfuerzo de investigación en este campo, así como ensayos en laboratorio y recogida de datos in-situ con base a desarrollar fórmulas de evolución de daño para mantos constituidos por piezas diferentes a la escollera, que tenga en cuenta las principales variables que condiciona su estabilidad. En esta parte de la tesis se propone un método de análisis de evolución de daño, que incluye el criterio de inicio de avería, adecuada para diques en talud constituidos por bloque cúbicos de hormigón y que considera la incidencia oblicua, el daño acumulado y el rebase. This thesis proposes a methodology to estimate sea waves, one of the main actions affecting the maritime structures stability, complying with (ROM 0.0.-00 & ROM 1.0-09.Due to the multivariate behavior of sea storms, the characterization of the structures of sea storms is done using copula function. The analyzed variables are the significant height wave, mean period and magnitude or number of waves during the storm history. The storm evolution in terms of the significant height wave and the mean period is also studied in other to analyze the progressive failure modes. The existing models of evolution are studied, verifying that these approximations do not adjust accurately for developed waves. To overcome this disadvantage, four evolution models are proposed, with some geometrical shapes associated to fit any development degree. The proposed Equivalent Magnitude Storm model, EMS, generally obtains the best results for any kind of storm (predominant sea, swell or both). The triangle is recommended for typical sea storms whereas the trapezoid shape is much more appropriate for more developed storm conditions.The Martín Soldevilla et al., (2009) approach to estimate the mean period is better than others approaches used.The storm characterization is completed with the maximum wave height of the whole storm history. Due to synthetic historical waves databases are more accessible and longer than recorded database, the extreme analyses are done with synthetic data. For this reason the individual waves’ distribution is not known. For that limitation to be avoided, and depending on the characteristics of every sea states, one theoretical model of waves is choose and used. The kurtosis parameter is used to distinguish between linear and nonlinear sea states. The Rayleigh model is used for the linear sea states. For the nonlinear sea states, Dawson, (2004) approach is used for non-narrow bandwidth storms, comparing the results with the Boccotti, (1989), Boccotti et al., (2013) approach, with is used for narrow bandwidth storms. The multivariate and storm evolution characterization is used to analyze of stone armour damage progression and wave overtopping discharge. Both aspects are included in the second part of the thesis, with a new formula is proposed to design cubes armour layer. The results the stability studies of armour layer, done in the Centre for Harbours and Coastal Studies (CEDEX) laboratory are used for defining a new stability formula. For this reason and because the last biggest breakwater built in Spain using the cube, the damage progression is analyze for this kind of concrete block. Before to analyze the existing formulae, it is concluded that it is necessary more investigation, more tests in laboratory and data gathering in situ to define damage evolution formulae to armour of other kind of pieces and that takes to account the principal variables. This thesis proposed a method to calculate the damage progression including oblique waves, accumulated damage, and overtopping effect. The method also takes account the beginning of the movement of the blocks.

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This thesis considers the computer simulation of moist agglomerate collisions using the discrete element method (DEM). The study is confined to pendular state moist agglomerates, at which liquid is presented as either absorbed immobile films or pendular liquid bridges and the interparticle force is modelled as the adhesive contact force and interstitial liquid bridge force. Algorithms used to model the contact force due to surface adhesion, tangential friction and particle deformation have been derived by other researchers and are briefly described in the thesis. A theoretical study of the pendular liquid bridge force between spherical particles has been made and the algorithms for the modelling of the pendular liquid bridge force between spherical particles have been developed and incorporated into the Aston version of the DEM program TRUBAL. It has been found that, for static liquid bridges, the more explicit criterion for specifying the stable solution and critical separation is provided by the total free energy. The critical separation is given by the cube root of liquid bridge volume to a good approximation and the 'gorge method' of evaluation based on the toroidal approximation leads to errors in the calculated force of less than 10%. Three dimensional computer simulations of an agglomerate impacting orthogonally with a wall are reported. The results demonstrate the effectiveness of adding viscous binder to prevent attrition, a common practice in process engineering. Results of simulated agglomerate-agglomerate collisions show that, for colinear agglomerate impacts, there is an optimum velocity which results in a near spherical shape of the coalesced agglomerate and, hence, minimises attrition due to subsequent collisions. The relationship between the optimum impact velocity and the liquid viscosity and surface tension is illustrated. The effect of varying the angle of impact on the coalescence/attrition behaviour is also reported. (DX 187, 340).

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Deformation microstructures in two batches of commercially pure copper (A and B) of allnost similar composition have been studied after rolling reductions from 5% to 95%. X- ray diffraction, optical metallography, scanning electron microscopy in the back-scattered mode, transmission and scanning electron microscopy have been used to examine the deformation microstructure. At low strains (~10 %) the deformation is accommodated by uniform octahedral slip. Microbands that occur as sheet like features usually on the {111} slip planes are formed after 10% reduction. The misorientations between rnicrobonds ond the matrix are usually small (1 - 2° ) and the dislocations within the bands suggest that a single slip system has been operative. The number of microbands increases with strain, they start to cluster and rotate after 60% reduction and, after 90 %, they become almost perfectly aligned with the rolling direction. There were no detectable differences in deformation microstructure between the two materials up to a deformation level of 60% but subsequently, copper B started to develop shear bands which became very profuse by 90% reduction. By contrast, copper A at this stage of deformation developed a smooth laminated structure. This difference in the deformation microstructures has been attributed to traces of unknown impurity in D which inhibit recovery of work hardening. The preferred orientations of both were typical of deformed copper although the presence of shear bands was associated wth a slightly weaker texture. The effects of rolling temperature and grain size on deformation microstructure were also investigated. It was concluded that lowering the rolling temperature or increasing the initial grain size encourages the material to develop shear bands after heavy deformation. Recovery and recrystallization have been studied in both materials during annealing. During recrystallization the growth of new grains showed quite different characteristics in the two cases. Where shear bands were present these acted as nucleation sites and produced a wide spread of recrystallized grain orientations. The resulting annealing textures were very weak. In the absence of shear bands, nucleation occurs by a remarkably long range bulging process which creates the cube orientation and an intensely sharp annealing texture. Cube oriented regions occur in long bands of highly elongated and well recovered cells which contain long range cumulative micorientations. They are transition bands with structural characteristics ideally suited for nucleation of recrystallization. Shear banding inhibits the cube texture both by creating alternative nuclei and by destroying the microstructural features necessary for cube nucleation.