ERICA: prevalences of hypertension and obesity in Brazilian adolescents

ABSTRACT OBJECTIVE To estimate the prevalence of arterial hypertension and obesity and the population attributable fraction of hypertension that is due to obesity in Brazilian adolescents. METHODS Data from participants in the Brazilian Study of Cardiovascular Risks in Adolescents (ERICA), which was the first national school-based, cross-section study performed in Brazil were evaluated. The sample was divided into 32 geographical strata and clusters from 32 schools and classes, with regional and national representation. Obesity was classified using the body mass index according to age and sex. Arterial hypertension was defined when the average systolic or diastolic blood pressure was greater than or equal to the 95th percentile of the reference curve. Prevalences and 95% confidence intervals (95%CI) of arterial hypertension and obesity, both on a national basis and in the macro-regions of Brazil, were estimated by sex and age group, as were the fractions of hypertension attributable to obesity in the population. RESULTS We evaluated 73,399 students, 55.4% female, with an average age of 14.7 years (SD = 1.6). The prevalence of hypertension was 9.6% (95%CI 9.0-10.3); with the lowest being in the North, 8.4% (95%CI 7.7-9.2) and Northeast regions, 8.4% (95%CI 7.6-9.2), and the highest being in the South, 12.5% (95%CI 11.0-14.2). The prevalence of obesity was 8.4% (95%CI 7.9-8.9), which was lower in the North region and higher in the South region. The prevalences of arterial hypertension and obesity were higher in males. Obese adolescents presented a higher prevalence of hypertension, 28.4% (95%CI 25.5-31.2), than overweight adolescents, 15.4% (95%CI 17.0-13.8), or eutrophic adolescents, 6.3% (95%CI 5.6-7.0). The fraction of hypertension attributable to obesity was 17.8%. CONCLUSIONS ERICA was the first nationally representative Brazilian study providing prevalence estimates of hypertension in adolescents. Regional and sex differences were observed. The study indicates that the control of obesity would lower the prevalence of hypertension among Brazilian adolescents by 1/5.

The influence of geometric factors on the wall shear stress distribution in realistic human coronary arteries

Dissertação apresentada na Faculdade de Ciências e Tecnologia da Universidade Nova de Lisboa para a obtenção do grau de Mestre em Engenharia Biomédica. A presente dissertação foi desenvolvida no Erasmus Medical Center em Roterdão, Holanda

Electron and photon induced processes in SF5CF3

The photo-absorption cross section of trifluoromethyl sulphur pentafluoride, SF5CF3 has been measured using synchrotron radiation in the range of 4–11 eV (310 nm > l > 110 nm) and comparison made with electron energy loss spectroscopy (EELS). The measured VUV cross sections are used to derive the photolysis rate of SF5CF3 in the terrestrial atmosphere. It is estimated that the lifetime for this molecule is the order of a 1000 years and the calculated global warming potential (GWP) is found to be between 17000 and 18100, making it one of the most potent global warming gases in the terrestrial atmosphere.

Otimização de placas compósitas laminadas utilizando redes neuronais e enxames de partículas

Trabalho Final de mestrado para obtenção do grau de Mestre em engenharia Mecância

Multiobjective optimization of cold-formed steel columns

The optimal design of cold-formed steel columns is addressed in this paper, with two objectives: maximize the local-global buckling strength and maximize the distortional buckling strength. The design variables of the problem are the angles of orientation of cross-section wall elements the thickness and width of the steel sheet that forms the cross-section are fixed. The elastic local, distortional and global buckling loads are determined using Finite Strip Method (CUFSM) and the strength of cold-formed steel columns (with given length) is calculated using the Direct Strength Method (DSM). The bi-objective optimization problem is solved using the Direct MultiSearch (DMS) method, which does not use any derivatives of the objective functions. Trade-off Pareto optimal fronts are obtained separately for symmetric and anti-symmetric cross-section shapes. The results are analyzed and further discussed, and some interesting conclusions about the individual strengths (local-global and distortional) are found.

Estruturas de Suporte de Terras Executadas Com Pneus. Estudo Paramétrico e Conceção de Protótipo

No presente trabalho descreve-se o estudo realizado no Instituto Superior de Engenharia do Porto (ISEP) com o objetivo de comprovar a viabilidade da utilização de pneus em fim de vida em estruturas de solo reforçado. As estruturas de suporte de terras materializadas com pneus preenchidos com solo são usadas em alguns países, sobretudo em estruturas do tipo gravidade. Investiga-se neste trabalho o seu desempenho em estruturas de solo reforçado. Com a finalidade de prever o comportamento da construção, foi utilizado um software desenvolvido pela empresa Canadiana Rocscience, denominado Phase2. Com este software foi possível fazer uma análise paramétrica da secção transversal do modelo, avaliando os esforços e os deslocamentos que se desenvolvem no interior da estrutura, através da utilização do Método dos Elementos Finitos. Foi efetuada uma campanha de ensaios laboratoriais, realizados com amostras de solo retiradas do local de construção do protótipo, com o intuito de caracterizar os parâmetros do solo A definição destes parâmetros tem como objetivo tornar a simulação o mais fidedigna possível. Estruturas de Suporte de Terras Executadas Com Pneus. Estudo Paramétrico e Conceção de Protótipo Como validação da modelação realizada no programa Phase2, o protótipo será devidamente instrumentado com equipamentos de monitorização; a informação recolhida receberá um tratamento posterior e permitirá a calibração do modelo numérico. No presente trabalho define-se o plano de monitorização a instalar no protótipo.

Robustness of corroded reinforced concrete structures. A structural performance approach

Structure and Infrastructure Engineering, 1-17

A reliability-based measure of robustness for concrete structures subjected to corrosion

This work is a contribution to the definition and assessment of structural robustness. Special emphasis is given to reliability of reinforced concrete structures under corrosion of longitudinal reinforcement. On this communication several authors’ proposals in order to define and measure structural robustness are analyzed and discussed. The probabilistic based robustness index is defined, considering the reliability index decreasing for all possible damage levels. Damage is considered as the corrosion level of the longitudinal reinforcement in terms of rebar weight loss. Damage produces changes in both cross sectional area of rebar and bond strength. The proposed methodology is illustrated by means of an application example. In order to consider the impact of reinforcement corrosion on failure probability growth, an advanced methodology based on the strong discontinuities approach and an isotropic continuum damage model for concrete is adopted. The methodology consist on a two-step analysis: on the first step an analysis of the cross section is performed in order to capture phenomena such as expansion of the reinforcement due to the corrosion products accumulation and damage and cracking in the reinforcement surrounding concrete; on the second step a 2D deteriorated structural model is built with the results obtained on the first step of the analysis. The referred methodology combined with a Monte Carlo simulation is then used to compute the failure probability and the reliability index of the structure for different corrosion levels. Finally, structural robustness is assessed using the proposed probabilistic index.

Energy Harvesting for Autonomous Underwater Vehicles

In this study, energy production for autonomous underwater vehicles is investigated. This project is part of a bigger project called TURTLE. The autonomous vehicles perform oceanic researches at seabed for which they are intended to be kept operational underwater for several months. In order to ful l a long-term underwater condition, powerful batteries are combined with \micro- scale" energy production on the spot. This work tends to develop a system that generates power up to a maximum of 30 W. Latter energy harvesting structure consists basically of a turbine combined with a generator and low-power electronics to adjust the achieved voltage to a required battery charger voltage. Every component is examined separately hence an optimum can be de ned for all, and subsequently also an overall optimum. Di erent design parameters as e.g. number of blades, solidity ratio and cross-section area are compared for di erent turbines, in order to see what is the most feasible type. Further, a generator is chosen by studying how ux distributions might be adjusted to low velocities, and how cogging torque can be excluded by adapted designs. Low-power electronics are con gured in order to convert and stabilize heavily varying three-phase voltages to a constant, recti ed voltage which is usable for battery storage. Clearly, di erent component parameters as maximum power and torque are matched here to increase the overall power generation. Furthermore an overall maximum power is set up for achieving a maximum power ow at load side. Due to among others typical low velocities of about 0.1 to 0.5 m/s, and constructing limits of the prototype, the vast range of components is restricted to only a few that could be used. Hence, a helical turbine is combined in a direct drive mode to a coreless-stator axial- ux permanent-magnet generator, from which the output voltage is adjusted subsequently by a recti er, impedance matching unit, upconverter circuit and an overall control unit to regulate di erent component parameters. All these electronics are combined in a closed-loop design to involve positive feedback signals. Furthermore a theoretical con guration for the TURTLE vehicle is described in this work and a solution is proposed that might be implemented, for which several design tests are performable in a future study.

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.

Human infection by Angiostrongylus costaricensis in Venezuela: first report of a confirmed case

A proven case of human infection caused by Angiostrongylus costaricensis is reported for the first time in Venezuela. The patient was a 57-year-old female surgically operated because of signs of peritonitis with a palpable mass at the lower right quadrant of the abdomen. WBC count reported 16,600 cells/mm³, with 46% eosinophils. The tumoral aspect of ileocolic area and peritoneal lymph nodes prompted the resection of a large area of the terminal ileum, cecum, part of the ascending colon and a small part of the jejunum, where a small lesion was found. The pathology showed thickened areas of the intestinal wall with areas of hemorrhage and a perforation of the cecum. Histology showed intense eosinophil infiltration of the whole intestinal wall, granulomas with giant cells and eosinophils. Some of the granuloma surrounded round or oval eggs with content characterized by a large empty area, cells or embryo in the center, and sometimes nematode larvae. A cross section of an adult nematode worm was observed inside a branch of mesenteric artery. The intestinal affected area, the characteristics of the lesions, the presence of eggs in the submucosa with nematode larvae inside, and the observation of a nematode inside a mesenteric artery, makes sufficient criteria for the diagnosis of an infection by Angiostrongylus costaricensis.

Frequency of toxocara infection in children attended by the health public service of Maringá, south Brazil

The lack of specific laboratorial diagnosis methods and precise symptoms makes the toxocariasis a neglected disease in Public Health Services. This study aims to determine the frequency of Toxocara spp. infection in children attended by the Health Public Service of Hospital Municipal de Maringá, South Brazil. To evaluate the association of epidemiological and clinical data, an observational and cross-section study was carried out. From 14,690 attended children/year aged from seven month to 12 years old, 450 serum samples were randomly collected from September/2004 to September/2005. A questionnaire was used to evaluate epidemiological, clinical and hematological data. An ELISA using Toxocara canis larval excretory-secretory products as antigen detected 130 (28.8%) positive sera, mainly between children from seven month to five years old (p = 0.0016). Significant correlation was observed between positive serology for Toxocara, and frequent playing in sandbox at school or daycare center (p = 0.011) and the presence of a cat at home (p = 0.056). From the families, 50% were dog owners which exposed soil backyards. Eosinophilia (p = 0.776), and signs and symptoms analyzed (fever p = 0.992, pneumonia p = 0.289, cold-like symptoms p = 0.277, cough p = 0.783, gastrointestinal problems p = 0.877, migraine p = 0.979, abdominal pain p = 0.965, joint pain p = 0.686 and skin rash p = 0.105) could not be related to the presence of anti-Toxocara antibodies. Therefore, two asthmatics children showed titles of 1:10,240 and accentuated eosinophilia (p = 0.0001). The authors emphasize the needs of prevention activities.

Sensibilidade do rendimento dos agricultores à variação dos preços dos factores de produção

Para avaliar o impacto de alterações dos preços dos factores dos produção no rendimento dos agricultores especializados na produção leiteira, estima-se as respectivas elasticidades rendimento. A teoria económica prevê que, em amostras cross-section, surjam problemas de multicolinearidade, tese esta confirmada pelos dados. Para contornar as dificuldades de estimação, é utilizada a própria teoria económica, ou seja, é proposto um novo estimador que tira partido do conhecimento que a multicolinearidade entre os regressores fornece informação sobre as suas produtividades marginais. Trata-se de um estimador em duas etapas, numa 1ª etapa são estimados os coeficientes pelo método OLS e em seguida esses coeficientes são introduzidos no estimador com restrições estocásticas. Os resultados obtidos são melhores, do ponto de vista estatístico, aos obtidos pelos métodos OLS e RIDGE.

Rat muscle opacity decrease due to the osmosis of a simple mixture

It is known that the fibrous structure of muscle causes light scattering. This phenomenon occurs due to the refractive index discontinuities located between muscle fibers and interstitial fluid. To study the possibility of reducing light scattering inside muscle, we consider its spectral transmittance evolution during an immersion treatment with an optical clearing solution containing ethanol, glycerol, and distilled water. Our methodology consists of registering spectral transmittance of muscle samples while immersed in that solution. With the spectral data collected, we represent the transmittance evolution for some wavelengths during the treatment applied. Additionally, we study the variations that the treatment has caused on the samples regarding tissue refractive index and mass. By analyzing microscopic photographs of tissue cross section, we can also verify changes in the internal arrangement of muscle fibers caused by the immersion treatment. Due to a mathematical model that we develop, we can explain the variations observed in the studied parameters and estimate the amount of optical clearing agent that has diffused into the tissue samples during the immersion treatment. At the end of the study, we observe and explain the improvement in tissue spectral transmittance, which is approximately 65% after 20 min.

Dimensionamento de lajes aligeiradas betonadas "in situ"

A conjuntura económica da construção não se encontra numa fase de prosperidade, existindo a necessidade de criar soluções construtivas que permitam a redução de custos dos materiais a nível de obra. As lajes de betão armado, devido à sua grande área de implantação, possuem uma parcela importante no orçamento final de qualquer obra de edifícios correntes. Sabendo das possibilidades de aligeiramento de lajes, torna-se necessária a realização de um estudo pormenorizado e comparativo entre soluções de aligeiramento. O desenvolvimento deste relatório reflete todo o trabalho efetuado durante a realização de um estágio curricular desenvolvido na empresa FercaNorte – Estruturas, Lajes e Cofragens, Lda. e foca-se num dimensionamento e estudo comparativo de soluções de lajes fungiformes aligeiradas, aplicadas a dois casos de estudo e também num dimensionamento e estudo comparativo de soluções de lajes aligeiradas unidirecionais mas apenas aplicadas a um caso de estudo. No primeiro caso de estudo, laje fungiforme com um vão de 6 metros nas duas direções, são dimensionadas e comparadas quatro soluções: laje fungiforme maciça; laje fungiforme aligeirada com blocos elipsoides perdidos dispostos de forma ortogonal e envolvidos totalmente por betão; laje fungiforme aligeirada com blocos elipsoides perdidos dispostos em formato de favo de mel e envolvidos totalmente por betão; e laje fungiforme nervurada com moldes recuperáveis. No segundo caso de estudo, laje fungiforme com um vão de 7,04 metros nas duas direções, são dimensionadas e comparadas cinco soluções: laje fungiforme maciça, laje fungiforme aligeirada com blocos cúbicos perdidos dispostos de forma ortogonal e envolvidos totalmente por betão; laje fungiforme aligeirada, com blocos elipsoides perdidos dispostos de forma ortogonal e envolvidos totalmente por betão; laje fungiforme aligeirada com blocos elipsoides perdidos dispostos em formato de favo de mel e envolvidos totalmente por betão; e laje fungiforme nervurada com moldes recuperáveis. No terceiro caso de estudo, laje unidirecional com um vão de 8 metros apoiada em vigas com vão de 5 metros, são dimensionadas e comparadas três soluções: laje maciça; laje aligeirada com perfis tubulares com secção transversal reta oval; e laje nervurada com moldes recuperáveis. No final é apresentada uma estimativa orçamental para cada solução analisada nos três casos de estudo abordados.