13 resultados para Gait speed
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RESUMO: Objectivo: Este estudo tem como principal objectivo determinar perfis de fragilidade em pessoas idosas, residentes ma comunidade. Metodologia: Trata-se de um estudo de natureza não experimental, quantitativo, exploratório e descritivo, com uma amostra de conveniência, constituída por pessoas idosas (n=47), residentes na comunidade. As variáveis em análise foram o fenótipo de fragilidade, onde a força de preensão foi avaliada através de um dinamómetro portátil, a percepção de exaustão através da CES-D, a velocidade de marcha foi avaliada pelo Timed Up and Go Test, a actividade física através de uma escala simplificada, com base nos estudos de Grimby, e a perda de peso não intencional através de uma questão sobre perda de peso no último ano. As restantes variáveis foram avaliadas por questionário, à excepção da capacidade funcional, avaliada por uma escala com actividades básicas e instrumentais da vida diária assim como locomoção, e da força de membros inferiores, avaliada pelo teste de sentar e levantar da cadeira durante 30 segundos. Resultados: Verificou-se que a maioria da amostra era pré-frágil, com uma frequência próxima de fragilidade e uma quase inexistência de não fragilidade. Contribui para isto, essencialmente, a velocidade de marcha e perda de peso não intencional. Apesar de se encontrar uma grande presença de comorbilidade e independência com limitação nos indivíduos deste estudo, não se verifica uma relação de significância entre estas variáveis. Verificam-se relações significativas com a Hipertensão arterial e a percepção do estado de saúde. Conclusão: Não foi possível definir um perfil de fragilidade de forma consistente, devido à grande variabilidade de resultados encontrados e à não existência de correlações significativas, no que diz respeito à síndrome de fragilidade. -----------ABSTRACT: Objective: This study aims to determine profiles of fragility in elderly people, living in the community Methodology: This is a study of a non experimental, quantitative, exploratory and descriptive, with a convenience sample, consisting of elderly (n = 47), living in the community. The variables analyzed were the frailty phenotype where grip strength was measured using a handheld dynamometer, the perception of exhaustion through the CES-D, gait speed was assessed by the Timed Up and Go Test, physical activity through a simplified scale based on studies of Grimby and unintentional loss of weight through a question about weight loss in the last year.The remaining variables were assessed by questionnaire, with the exception of functional capacity assessed by a scale with basic and instrumental activities of daily living as well as locomotion, and lower limb strength, evaluated by sitting and rising from a chair for 30-second test. Results: It was found that most of the sample was pre-fragile with a frequency close to the fragility and almost no non-brittleness. Contribute to this, essentially, gait speed and unintentional weight loss. Despite being a large presence of comorbidity and independence in individuals with limitation of this study, no there is a significant relationship between this variables. There are significant relations with hypertension and the perception of health status. Conclusion: It was not possible to define a profile of fragility consistently, due to the great variability of results and the absence of significant correlations, with respect to the frailty syndrome.
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Dissertação apresentada na faculdade de Ciências e Tecnologia da Universidade Nova de Lisboa para a obtenção do grau de Mestre em Engenharia Electrotécnica e de Computadores
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15th International Conference on Mixed Design of Integrated Circuits and Systems, pp. 177 – 180, Poznan, Polónia
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In this paper analytical transient solutions of dynamic response of one-dimensional systems with sudden change of foundation stiffness are derived. In more details, cantilever dynamic response, expressed in terms of vertical displacement, is extended to account for elastic foundation and then two cantilever solutions, corresponding to beams clamped on left and right hand side, with different value of Winkler constant are connected together by continuity conditions. The internal forces, as the unknowns, can be introduced by the same values in both clamped beam solutions and solved. Assumption about time variation of internal forces at the section of discontinuity must be adopted and originally analytical solution will have to include numerical procedure.
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High speed trains, when crossing regions with abrupt changes in vertical stiffness of the track and/or subsoil, may generate excessive ground and track vibrations. There is an urgent need for specific analyses of this problem so as to allow reliable esimates of vibration amplitude. Full understanding of these phenomena will lead to new construction solutions and mitigation of undesirable features. In this paper analytical transient solutions of dynamic response of one-dimensional systems with sudden change of foundation stiffness are derived. Results are expressed in terms of vertical displacement. Sensitivity analysis of the response amplitude is also performed. The analytical expressions presented herein, to the authors’ knowledge, have not been published yet. Although related to one-dimensional cases, they can give useful insight into the problem. Nevertheless, in order to obtain realistic response, vehicle- rail interaction cannot be omitted. Results and conclusions are confirmed using general purpose commercial software ANSYS. In conclusion, this work contributes to a better understanding of the additional vibration phenomenon due to vertical stiffness variation, permitting better control of the train velocity and optimization of the track design.
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Passage of high-speed trains may induce high ground and track vibrations, which, besides increasing wheel, rail and track deterioration, may have a negative impact on the vehicle stability and on the passengers comfort. In this paper two distinct analyses are presented. The first one is dedicated to efficient decoupling of rail and soil vibrations by suggesting new interface materials in rail-sleeper fixing system, i.e. in the part where damping efficiency can be directly controlled and tested. The second analysis concerns with an adequate model of soils damping. Proper understanding and correct numerical simulation of this behaviour can help in suggesting soil improvement techniques.
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The present article is based on the report for the Doctoral Conference of the PhD programme in Technology Assessment, held at FCT-UNL Campus, Monte de Caparica, June 9th, 2011. The PhD thesis has the supervision of Prof. António Moniz (FCT-UNL and ITAS-KIT), and co-supervision of Prof. Manuel Seabra Pereira and Prof. Rosário Macário (both from IST-UTL).
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Submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Electrical and Computer Engineering of the Faculdade de Ciências e Tecnologia of Universidade Nova de Lisboa
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A Work Project, presented as part of the requirements for the Award of a Masters Degree in Management from the NOVA – School of Business and Economics
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Dissertação para obtenção do Grau de Mestre em Engenharia Electrotécnica e de Computadores
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Fundação para a Ciência e a Tecnologia (FCT) - PhD grant (SFRH/BD/62568/2009)
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The present paper was prepared for the course “Project III”, with the supervision of Prof. António Moniz, reporting on the author speaking notes at the Winter School on Technology Assessment, 6-7 December 2010, as part of the Doctoral Programme on Technology Assessment at FCT-UNL.
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Based on the report for the unit “Foresight Analysis Methods” of the PhD program on Technology Assessment in 2013. This unit was supervised by Prof. António Moniz. The paper had meanwhile contributions from the supervisor and Dr. Douglas Robinson.