O desafio horizontal: minist??rios setoriais, ??rg??os centrais e lideran??a

Este estudo avalia pr??ticas e estruturas horizontais desenvolvidas ao longo da d??cada de 90 no governo do Canad??, os resultados dessas pr??ticas e a sua efic??cia em rela????o aos resultados desejados com base em quatro estudos de caso

A política externa do Brasil no século XXI: os eixos combinados de cooperação horizontal e vertical

Avaliando a primeira década do século XXI, a política externa do Brasil tem passado por uma evolução significativa caracterizada por uma posição internacional e projeção de poder assertiva, dinamizando parcerias estratégicas com países desenvolvidos e emergentes. O objetivo deste artigo é analisar as prioridades desta agenda e os potenciais relacionados a estes esforços de cooperação bi e multilateral horizontal e vertical.

Cooperação horizontal Sul-Sul: arranjos de concertação política entre a Índia, o Brasil e a África do Sul

Este trabalho busca examinar o desempenho político da concertação internacional entre a Índia, o Brasil e a África do Sul a partir do comportamento das políticas externas dos países concertados. A hipótese é de que o desempenho político eficiente de uma concertação internacional entre Estados Intermediários depende de políticas externas assertivas e alinhadas na busca por atingir as preferências (metas institucionais) de sua concertação, dimensionadas aqui para avaliação no âmbito de instituições internacionais como a Organização das Nações Unidas e a Organização Mundial do Comércio.

Reservatório de pressão horizontal para transporte de mercadorias perigosas

O presente trabalho consiste na análise estática e dinâmica de um reservatório de pressão horizontal aplicado ao transporte de mercadorias perigosas por estrada (Cisterna). Inicialmente fez-se um enquadramento do tema e relatou-se os resultados das pesquisas bibliográficas. De seguida, procedeu-se a uma análise estática, onde se definiu a mercadoria a transportar, a capacidade da cisterna, dimensões, tipo de topo e de secção, material de construção, pressões, temperaturas e calculou-se a espessura e tensões. Posteriormente, efectuou-se uma análise dinâmica simplificada. Por fim, reuniu-se os resultados, comparando-os e retirando conclusões. Os conteúdos aqui expostos são uma abordagem teórica e não um projecto, onde apenas se fez recurso a estudos analíticos e computacionais deixando de parte qualquer investigação experimental, não podendo existir responsabilidade pela aplicação prática destes conteúdos sem recurso a estudos mais profundos.

Determination of stresses around a cylindrical single pile caused by horizontal movements of soils with the finitive element method

This study was carried out with the aim of modeling in 2D, in plain strain, the movement of a soft cohesive soil around a pile, in order to enable the determination of stresses resulting along the pile, per unit length. The problem in study fits into the large deformations problem and can be due to landslide, be close of depth excavations, to be near of zones where big loads are applied in the soil, etc. In this study is used an constitutive Elasto-Plastic model with the failure criterion of Mohr-Coulomb to model the soil behavior. The analysis is developed considering the soil in undrained conditions. To the modeling is used the finite element program PLAXIS, which use the Updated Lagrangian - Finite Element Method (UL-FEM). In this work, special attention is given to the soil-pile interaction, where is presented with some detail the formulation of the interface elements and some studies for a better understand of his behavior. It is developed a 2-D model that simulates the effect of depth allowing the study of his influence in the stress distribution around the pile. The results obtained give an important base about how behaves the movement of the soil around a pile, about how work the finite element program PLAXIS and how is the stress distribution around the pile. The analysis demonstrate that the soil-structure interaction modeled with the UL-FEM and interface elements is more appropriate to small deformations problems.

Dynamic adaptation of stability periods for service level agreements

A QoS adaptation to dynamically changing system conditions that takes into consideration the user’s constraints on the stability of service provisioning is presented. The goal is to allow the system to make QoS adaptation decisions in response to fluctuations in task traffic flow, under the control of the user. We pay special attention to the case where monitoring the stability period and resource load variation of Service Level Agreements for different types of services is used to dynamically adapt future stability periods, according to a feedback control scheme. System’s adaptation behaviour can be configured according to a desired confidence level on future resource usage. The viability of the proposed approach is validated by preliminary experiments.

Adhesively-bonded repair proposal for wood members damaged by horizontal shear using carbon-epoxy patches

In this work, a repair technique with adhesively bonded carbon-epoxy patches is proposed for wood members damaged by horizontal shear and under bending loads. This damage is characterized by horizontal crack growth near the neutral plane of the wood beam, normally originating from checks and shakes. The repair consists of adhesively bonded carbon-epoxy patches on the vertical side faces of the beam at the cracked region to block sliding between the beam arms. An experimental and numerical parametric analysis was performed on the patch length. The numerical analysis used the finite element method (FEM) and cohesive zone models (CZMs), with an inverse modelling technique for the characterization of the adhesive layer. Trapezoidal cohesive laws in each pure mode were used to account for the ductility of the adhesive used. To fully reproduce the tests, horizontal damage propagation within the wood beam was also simulated. A good correlation with the experiments was found. Regarding the effectiveness of the repair, for the conditions selected for this work, a full strength recovery was achieved for the bigger value of patch length tested.

Free-trade agreements: challenges for global health

In this study new free-trade agreements are discussed, which are based on the breaking down of tariff and technical barriers and normally exclude most of the poorest countries in the world. Considering the current context of economic globalization and its health impacts, seven controversial points of these treaties and their possible implications for global public health are presented, mainly regarding health equity and other health determinants. Finally, this research proposes a greater social and health professionals participation in the formulation and discussion of these treaties, and a deeper insertion of Brazil in this important international agenda.

The simple economics of risk-sharing agreements between the NHS and the pharmaceutical industry

The Janssen-Cilag proposal for a risk-sharing agreement regarding bortezomib received a welcome signal from NICE. The Office of Fair Trading report included risk-sharing agreements as an available tool for the National Health Service. Nonetheless, recent discussions have somewhat neglected the economic fundamentals underlying risk-sharing agreements. We argue here that risk-sharing agreements, although attractive due to the principle of paying by results, also entail risks. Too many patients may be put under treatment even with a low success probability. Prices are likely to be adjusted upward, in anticipation of future risk-sharing agreements between the pharmaceutical company and the third-party payer. An available instrument is a verification cost per patient treated, which allows obtaining the first-best allocation of patients to the new treatment, under the risk sharing agreement. Overall, the welfare effects of risk-sharing agreements are ambiguous, and care must be taken with their use.

Experimental dam-break waves profile analysis: horizontal mobile bed

River Flow, Vol. 2

Maximum level and time to peak of dam-break waves on mobile horizontal bed

Journal of Hydraulic Engineering, Vol. 135, No. 11, November 1, 2009

Experimental infection and horizontal transmission of Bartonella henselae in domestic cats

In order to study B. henselae transmission among cats, five young cats were kept in confinement for two years, one of them being inoculated by SC route with B. henselae (10(5) UFC). Only occasional contact among cats occurred but the presence of fleas was observed in all animals throughout the period. Blood culture for isolation of bacteria, PCR-HSP and FTSZ (gender specific), and BH-PCR (species-specific), as well as indirect immunofluorescence method for anti-B. henselae antibodies were performed to confirm the infection of the inoculated cat as well as the other naive cats. Considering the inoculated animal, B. henselae was first isolated by blood culture two months after inoculation, bacteremia last for four months, the specific antibodies being detected by IFI during the entire period. All contacting animals presented with bacteremia 6 months after experimental inoculation but IFI did not detect seroconversion in these animals. All the isolates from these cats were characterized as Bartonella (HSP and FTSZ-PCR), henselae (BH-PCR). However, DNA of B. henselae could not be amplified directly from peripheral blood by the PCR protocols used. Isolation of bacteria by blood culture was the most efficient method to diagnose infection compared to PCR or IFI. The role of fleas in the epidemiology of B. henselae infection in cats is discussed.

Estudo e Projeto de uma variante urbana no Concelho de Cinfães

A criação de infraestruturas passa pela construção de estradas que ligam pontos estratégicos, permitindo acesso a bens e serviços, de forma cómoda e segura. No desenvolvimento deste trabalho é abordado o estudo e projeto de uma variante urbana no concelho de Cinfães, nas especificidades de traçado, pavimentos e sinalização. Inicia-se por uma apresentação sobre o trabalho, os objetivos, estrutura e metodologia utilizada na sua elaboração. São apresentados os softwares utilizados, como editores de imagem (Google Earth, Microsoft ICE e Caesium) que permitem obter e trabalhar imagens panorâmicas, o Civil 3D que possibilita a realização ágil de um projeto de vias, e o Alize-LCPC que determina as caraterísticas de dimensionamento de um pavimento flexível. São apresentados os estudos necessários para a construção da variante em questão passando pela localização da via, o trabalho sobre o levantamento topográfico fornecido pela Câmara Municipal, condicionantes de traçado e serviços afetados. Posteriormente, são abordados alguns conceitos teóricos como geometria do traçado, velocidade, tráfego e visibilidade. Descrevem-se as caraterísticas geométricas de infraestruturas rodoviárias a conhecer anteriormente à realização de um projeto de execução de uma via, como o traçado em planta (alinhamentos retos, curvas, raios, sobreelevação, sobrelargura), perfil longitudinal (trainéis, inclinações, concordâncias verticais) e perfil transversal (faixa de rodagem, bermas, valetas e taludes). É realizada ainda uma apresentação sobre os elementos integrantes de uma plataforma rodoviária e passeio, os seus critérios de dimensionamento, como caraterização do tráfego, temperaturas de serviço e deformações, assim como os elementos teóricos para o estudo de drenagem (período de retorno, precipitação e tipos de dispositivos). São ainda apresentadas as caraterísticas gerais de um projeto de sinalização e segurança, enunciando as marcas rodoviárias e a sinalização vertical. Termina-se apresentando as soluções encontradas e os meios utilizados, para a elaboração do projeto de uma via nova, alargamento de via existente e requalificação de pavimento de um troço de ligação à EN222, expondo ainda as conclusões obtidas na realização do projeto com propostas para desenvolvimento futuros.

Upper Eyelid Reconstruction With a Horizontal V-Y Myotarsocutaneous Advancement Flap

Upper eyelid tumours, particularly basal cell carcinomas, are relatively frequent. Surgical ablation of these lesions creates defects of variable complexity. Although several options are available for lower eyelid reconstruction, fewer surgical alternatives exist for upper eyelid reconstruction. Large defects of this region are usually reconstructed with two-step procedures. In 1997, Okada et al. described a horizontal V-Y myotarsocutaneous advancement flap for reconstruction of a large upper eyelid defect in a single operative time. However, no further studies were published regarding the use of this particular flap in upper eyelid reconstruction. In addition, this flap is not described in most plastic surgery textbooks. The authors report here their experience of 16 cases of horizontal V-Y myotarsocutaneous advancement flaps used to reconstruct full-thickness defects of the upper eyelid after tumour excision. The tumour histological types were as follows: 12 basal cell carcinomas, 2 cases of squamous cell carcinomas, 1 case of sebaceous cell carcinoma and 1 of malignant melanoma. This technique allowed closure of defects of up to 60% of the eyelid width. None of the flaps suffered necrosis. The mean operative time was 30 min. No additional procedures were necessary as good functional and cosmetic results were achieved in all cases. No recurrences were noted. In this series, the horizontal V-Y myotarsocutaneous advancement flap proved to be a technically simple, reliable and expeditious option for reconstruction of full-thickness upper eyelid defects (as wide as 60% of the eyelid width) in a single operative procedure. In the future this technique may become the preferential option for such defects.