224 resultados para bracket


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A questionnaire survey was carried out to assess the role of women in the artisanal fisheries of fish markets sector along the Lower Benue River. Four (4) fishing settlement communities of fish markets along the Lower Benue were selected. They are namely North Bank, Wadata, Abinse and Gbajimba . Structure and unstructured questionnaire were administered to cover areas of personal data, fish production activities, processing and marketing among others. The study revealed that women along the Lower Benue River participate activity in the artisanal fisheries sub-sector. However, the major role played by the women was in the area of processing and preservation, marketing and distribution. These accounted 52 and 42% respectively. The distribution of the women was not tribally based however, Jukun women accounted for 66.20% followed by Agatu women 13.00%. The age bracket of the women mostly involved in fisheries activities was between 31-40 years. About 86% of them was married. The initial capital base was low and mostly by personal saving accounting for 52%. Need for government assistance was the highlight in this study. About 86% sought for Federal Government intervention from the National Poverty Eradication Programme. This they felt will be a welcome development to boost women participation in the Artisanal fisheries sub-sector along the Lower Benue River

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O uso de primers autocondicionantes e de bráquetes com compósito pré-incorporado tem sido apresentado como uma alternativa para a redução de passos clínicos. O propósito deste estudo foi avaliar o efeito de um primer autocondicionante (Transbond Plus Self-Etching Primer - SEP) na resistência ao cisalhamento de bráquetes com compósito pré-incorporado colados in vivo. A amostra consistiu de 92 dentes obtidos de 23 pacientes com indicação prévia de extração de 4 pré-molares. Os dentes foram divididos em 4 grupos, sendo os bráquetes colados pelo mesmo operador, alternando os quadrantes em cada paciente: Grupo 1 (controle) - Ácido fosfórico à 37% + primer (Transbond XT Primer) + compósito (Transbond XT Adhesive Paste) + bráquete convencional; Grupo 2 - Ácido fosfórico à 37% + primer + bráquete com compósito pré-incorporado; Grupo 3 SEP + compósito + bráquete convencional; Grupo 4 - SEP + bráquete com compósito pré-incorporado. Após 30 dias os pré-molares foram extraídos, sendo submetidos ao teste de resistência ao cisalhamento através da uma Máquina de Ensaios Universal, com velocidade de 0,5mm/min. Os dados obtidos pelos grupos foram analisados com 2-way ANOVA (p<0,05). As forças médias e desvios padrão obtidos foram os seguintes: Grupo 1 = 11,35 (2,36) MPa; Grupo 2 = 9,77 (2,49) MPa; Grupo 3 = 10,89 (2,60) MPa; e Grupo 4 = 10,16 (2,75) MPa. Não foi observada diferença significativa entre o uso do SEP e o de condicionador e primer tradicionais (p = 0,948). De qualquer modo, diferenças significativas na força de adesão foram observadas quando utilizados bráquetes com compósito pré-incorporado (p = 0,032). Pode ser concluído que a combinação do primer autocondicionante com o bráquete com compósito pré-incorporado apresentou valores de força de adesão adequados, sendo promissora para uso clínico.

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O uso de primers autocondicionantes tem sido proposto como uma alternativa para a redução de passos clínicos. O objetivo deste estudo clínico aleatório e controlado foi avaliar a performance de um sistema autocondicionante (Transbond Plus Self-Etching Primer, 3M Unitek - SEP) comparado a um sistema multipasso convencional (Transbond XT, 3M Unitek - TBXT) de colagem ortodôntica, durante um período de 12 meses. Vinte e oito pacientes participaram deste estudo, sendo estes alocados aos grupos SEP ou TBXT de forma aleatória, através de randomização em bloco. Um total de 548 bráquetes metálicos (Micro-Arch, prescrição Alexander, GAC International, Bohemia, NY) foram colados com uso da pasta adesiva Transbond XT (3M Unitek), sendo todos os produtos manuseados de acordo com as recomendações dos fabricantes. Foram totalizados 276 bráquetes no grupo controle e 272 no segundo. Curvas de sobrevivência Kaplan-Meier e o teste log-rank (p<0,05) foram utilizados para comparar o percentual de falhas adesivas para as duas técnicas. Ao final do período foram verificadas trinta e duas falhas adesivas (bráquetes descolados), sendo 19 (6,98%) falhas quando utilizado o primer autocondicionante (SEP) e 13 (4,71%) quando usado o primer convencional (TBXT). Não houve diferença significante entre a sobrevivência dos bráquetes entre os dois grupos avaliados (log-rank test, p=0,311). Quando a influência de gênero do paciente, arco dentário e tipo dentário (anterior ou posterior) foram analisados, somente o tipo dentário foi achado significante. Bráquetes de dentes posteriores apresentaram uma maior probabilidade de falha adesiva que os colados em dentes anteriores (p=0,013) Os autores concluem que o primer autocondicionante pode ser utilizado para colagem direta de bráquetes ortodônticos sem que sua sobrevivência clínica seja afetada.

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Two-dimensional MOS device simulation programs such as MINIMOS left bracket 1 right bracket are limited in their validity due to assumptions made in defining the initial two-dimensional source/drain profiles. The two options available to define source/drain regions both construct a two-dimensional profile from one-dimensional profiles normal to the surface. Inaccuracies in forming these source/drain profiles can be expected to effect predicted device characteristics as channel dimensions of the device are reduced. This paper examines these changes by interfacing numerically similated two dimensional source/drain profiles to MINIMOS and comparing predicted I//D-V//D characteristics with 2-D interfacing, 2-D profiles constructed from interfaced 1-D profiles and MINIMOS self generated profiles. Data obtained for simulations of 3 mu m N and P channel devices are presented.

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Lattice materials are characterized at the microscopic level by a regular pattern of voids confined by walls. Recent rapid prototyping techniques allow their manufacturing from a wide range of solid materials, ensuring high degrees of accuracy and limited costs. The microstructure of lattice material permits to obtain macroscopic properties and structural performance, such as very high stiffness to weight ratios, highly anisotropy, high specific energy dissipation capability and an extended elastic range, which cannot be attained by uniform materials. Among several applications, lattice materials are of special interest for the design of morphing structures, energy absorbing components and hard tissue scaffold for biomedical prostheses. Their macroscopic mechanical properties can be finely tuned by properly selecting the lattice topology and the material of the walls. Nevertheless, since the number of the design parameters involved is very high, and their correlation to the final macroscopic properties of the material is quite complex, reliable and robust multiscale mechanics analysis and design optimization tools are a necessary aid for their practical application. In this paper, the optimization of lattice materials parameters is illustrated with reference to the design of a bracket subjected to a point load. Given the geometric shape and the boundary conditions of the component, the parameters of four selected topologies have been optimized to concurrently maximize the component stiffness and minimize its mass. Copyright © 2011 by ASME.

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The present paper proposes a unified geometric framework for coordinated motion on Lie groups. It first gives a general problem formulation and analyzes ensuing conditions for coordinated motion. Then, it introduces a precise method to design control laws in fully actuated and underactuated settings with simple integrator dynamics. It thereby shows that coordination can be studied in a systematic way once the Lie group geometry of the configuration space is well characterized. Applying the proposed general methodology to particular examples allows to retrieve control laws that have been proposed in the literature on intuitive grounds. A link with Brockett's double bracket flows is also made. The concepts are illustrated on SO(3), SE(2) and SE(3). © 2010 IEEE.

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We present a theory of hypoellipticity and unique ergodicity for semilinear parabolic stochastic PDEs with "polynomial" nonlinearities and additive noise, considered as abstract evolution equations in some Hilbert space. It is shown that if Hörmander's bracket condition holds at every point of this Hilbert space, then a lower bound on the Malliavin covariance operatorμt can be obtained. Informally, this bound can be read as "Fix any finite-dimensional projection on a subspace of sufficiently regular functions. Then the eigenfunctions of μt with small eigenvalues have only a very small component in the image of Π." We also show how to use a priori bounds on the solutions to the equation to obtain good control on the dependency of the bounds on the Malliavin matrix on the initial condition. These bounds are sufficient in many cases to obtain the asymptotic strong Feller property introduced in [HM06]. One of the main novel technical tools is an almost sure bound from below on the size of "Wiener polynomials," where the coefficients are possibly non-adapted stochastic processes satisfying a Lips chitz condition. By exploiting the polynomial structure of the equations, this result can be used to replace Norris' lemma, which is unavailable in the present context. We conclude by showing that the two-dimensional stochastic Navier-Stokes equations and a large class of reaction-diffusion equations fit the framework of our theory.

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© 2016 by the Midwest Political Science Association.Recent research has cast doubt on the potential for various electoral reforms to increase voter turnout. In this article, we examine the effectiveness of preregistration laws, which allow young citizens to register before being eligible to vote. We use two empirical approaches to evaluate the impact of preregistration on youth turnout. First, we implement difference-in-difference and lag models to bracket the causal effect of preregistration implementation using the 2000-2012 Current Population Survey. Second, focusing on the state of Florida, we leverage a discontinuity based on date of birth to estimate the effect of increased preregistration exposure on the turnout of young registrants. In both approaches, we find preregistration increases voter turnout, with equal effectiveness for various subgroups in the electorate. More broadly, observed patterns suggest that campaign context and supporting institutions may help to determine when and if electoral reforms are effective.

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The purpose of this paper is to examine IT adoption by Irish credit unions. Using probabilistic models, we explore one aspect of IT, that of internet banking technology, and assess the degree to which characteristics specific to the credit union and to its potential membership base influence adoption. Our
analysis suggests that asset size, organisational structure being a member of the Irish League of Credit Unions and the loan to asset ratio are all important credit union specific drivers of internet banking adoption. We also find that characteristics of the area from where the credit union captures its members are important. Factors such as the percentage of the population that is employed, the proportion of the population in the age bracket 35 to 44, the proportion of the population that have access to broadband and the level of familiarity with a local ATM facility are all identified as influencing the probability of adopting internet banking.

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A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam elements are used to idealize the column and rafter members, and rotational spring elements are used to represent the rotational flexibility of the joints. In addition, the beam idealization takes into account the finite connection length of the joints. Deflections predicted using the beam idealization are shown to be comparable to deflections obtained from both a linear finite element shell idealization and full-scale laboratory tests. Using the beam idealization, deflections under rafter load are divided into three components: Deflection due to flexure of the column and rafter members, deflection due to bolt-hole elongation, and deflection due to in-plane bracket deformation. Of these deflection components, the deflection due to bolt-hole elongation is the most significant and cannot, therefore, be ignored. Using the beam idealization, engineers can analyze and design cold-formed steel portal frames, including making appropriate allowances for connection effects, without the need to resort to expensive finite element shell analysis.

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Mounting accuracy of satellite payload and
ADCS (attitude determination and control subsystem) seats
is one of the requirements to achieve the satellite mission
with satisfactory performance. Deviation of the position of
the mounting seat for Multi-Band-Earth-Imager (MBEI) is
caused by cracks in the plate of the basis unit and bracket
for attachment of MBEI. These cracks were detected during
inspection of the satellite strength mock-up after vibration
testing for air transportation phase. Most probable reason of
the cracking is fatigue damage as strength mock-up
structure was subjected to prolonged vibration loading
during various loading cases. Total vibration duration
during testing is about 56 hours. In order to study the
cracking reasons, finite element modeling of the structural
parts of the basis unit including MBEI bracket and
instrument MBEI is subjected to harmonic response to
simulate vibration loading for the case of air transportation.
Numerical results are compared with the experimental ones,
and mechanical design of the basis-plate unit is modified

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Solar array rotation mechanism provides a hinged joint between the solar panel and satellite body, smooth rota-tion of the solar array into deployed position and its fixation in this position. After unlocking of solar panel (while in orbit), rotation bracket turns towards ready-to-work position under the action of driving spring. During deployment, once reached the required operating angle (defined by power subsystem engineer), the rotation bracket collides with the fixed bracket that is mounted on body of the satellite, to stop rotation. Due to the effect of collision force that may alter the rotation mechanism function, design of centrifugal brake is essential. At stoppage moment micro-switches activate final position sensor and a stopper locks the rotation bracket. Design of spring and centrifugal brake components, static finite element stress analysis of primary structure body of rotation mechanism at stoppage moment have been obtained. Last, reliability analysis of rotation mechanism is evaluated. The benefit of this study is to aid in the design of rotation mechanism that can be used in micro-satellite applications.

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Solar array rotation mechanism provides a hinged joint between the solar panel and satellite body, smooth rotation of the solar array into deployed position and its fixation in this position. After unlocking of solar panel (while in orbit), rotation bracket turns towards ready-to-work position under the action of driving spring. During deployment, once reached the required operating angle (defined by power subsystem engineer), the rotation bracket collides with the fixed bracket that is mounted on body of the satellite, to stop rotation. Due to the effect of collision force that may alter the rotation mechanism function, design of centrifugal brake is essential. At stoppage moment micro-switches activate final position sensor and a stopper locks the rotation bracket. Design of spring and centrifugal brake components, static finite element stress analysis of primary structure body of rotation mechanism at stoppage moment have been obtained. Last, reliability analysis of rotation mechanism is evaluated. The benefit of this study is to aid in the design of rotation mechanism that can be used in micro-satellite applications.

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Thesis (Ph.D.)--University of Washington, 2013

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Trabalho de relatório de Estágio de natureza científica para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Edificações