960 resultados para spinal stiffness
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A total of 138 patients with the age of 4 months to 57 years were attended in different hospitals of São Paulo State with aseptic meningitis. A probable new agent was isolated from the cerebrospinal fluid of 35 of 53 specimens examined. Replication of the agent with similar characteristics was detected by CPE produced in the MDCK cell line. Virus-like particles measuring about 40 nm in diameter were observed by negative staining electron microscopy. No hemaglutinating activity was detected at pH 7.2 by using either human, guinea pig, chicken and at pH ranged 6.0 - 7.2 with goose red blood cells. The agent was not pathogenic to newborn or adult mice. Virus infectivity as measured by CPE was sensitive to chloroform and not inhibited by BuDR, suggesting that agent is an enveloped virus with RNA genome.
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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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The formulation of a bending vibration problem of an elastically restrained Bernoulli-Euler beam carrying a finite number of concentrated elements along its length is presented. In this study, the authors exploit the application of the differential evolution optimization technique to identify the torsional stiffness properties of the elastic supports of a Bernoulli-Euler beam. This hybrid strategy allows the determination of the natural frequencies and mode shapes of continuous beams, taking into account the effect of attached concentrated masses and rotational inertias, followed by a reconciliation step between the theoretical model results and the experimental ones. The proposed optimal identification of the elastic support parameters is computationally demanding if the exact eigenproblem solving is considered. Hence, the use of a Gaussian process regression as a meta-model is addressed. An experimental application is used in order to assess the accuracy of the estimated parameters throughout the comparison of the experimentally obtained natural frequency, from impact tests, and the correspondent computed eigenfrequency.
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Introduction: Paediatric patients who undergo posterior spinal fusion surgery to correct scoliosis often require multiple blood transfusions. Tranexamic acid is a synthetic antifibrinolytic drug that reduces transfusion requirements in scoliosis surgery (1),(2),(3). Methods: To evaluate the efficacy of prophylactic tranexamic acid (TA) (initial dose of 10mg/kg and infusion of 1mg.kg(-1).h(-1)) in reducing perioperative blood transfusion requirements, we reviewed patients files and compared the amount of blood lost and blood transfused in the perioperative period of 12 patients (54.5%) that received TA and 10 patients (45.5%) who did not received TA. T-Student test was applied. Results: The average difference of blood losses (2,67 +/- 6,06ml) and blood transfused (212,9 +/- 101,1ml) between the two groups was not statistically significant (p>0.05). No thrombotic complications were detected in either group. Discussion: Results of the current study showed that prophylactic low dose of TA did not have a significant effect in the management of intraoperative blood loss and transfusion requirements in children undergoing scoliosis surgery. It is important to emphasize that our study is retrospective and that the size of the sample is small. Further studies are needed to evaluate the efficacy and safety of TA on paediatric scoliosis surgery.
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Introdução: Das possíveis alterações decorrentes da lesão por Acidente Vascular Encefálico (AVE) é de evidenciar as alterações de controlo postural (CP) e aumento do stiffness. A intervenção na reabilitação neuro-motora baseia-se na capacidade intrínseca do Sistema Nervoso Central (SNC) compensar danos estruturais através da reorganização das redes neurais. Objectivo(s): Descrever as modificações do comportamento e tempos de ativação dos músculos solear e braquiorradial no início da marcha e primeira subfase das sequências de movimento de sentado para de pé e de pé para sentado. Pretendeu-se apresentar também as modificações do stiffness do cotovelo Métodos: A amostra consistiu em 5 participantes com média de idade de 44 anos, 2 do sexo feminino e 3 do masculino que sofreram um AVE. Foi implementado um programa de reabilitação para cada, por um período de 3 meses, com 2 momentos de avaliação (M0 e M1). A eletromiografia foi recolhida do solear, braquiorradial, biceps e triceps. O dinamómetro isocinético monitorizou o torque e a amplitude do cotovelo na extensão passiva. Foram calculados os tempos de ativação muscular e o valor de stiffness. Resultados: Observou-se nos 5 participantes uma modificação do comportamento dos músculos solear e braquiorradial ipsilesional e contralesional no sentido da inibição de M0 para M1 no sentar levantar. Esta também foi observada na sequência de pé para sentado e no início da marcha, sendo mais variável entre participantes. Verificou-se que o stiffness do membro superior contralesional apresentou uma modificação no sentido da diminuição em todas as amplitudes. O mesmo sucedeu com membro superior ipsilesional sobretudo nas amplitudes intermédias, excepto no B e D. Conclusão: De M0 para M1 verificou-se a modificação dos tempos e do comportamento dos músculos antigravíticos como o solear e o braquiorradial nas tarefas funcionais e uma modificação do stiffness passivo do cotovelo.
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Introdução: A reorganização do Sistema Nervoso após Acidente Vascular Encefálico é dependente da experienciação de diferentes tipos de input no âmbito da intervenção em fisioterapia. A potenciação do controlo postural (CP) nestes sujeitos é importante para organização dos ajustes posturais antecipatórios nas tarefas funcionais levantar, sentar e início da marcha e pode ser acompanhado de uma regulação do stiffness. Objectivo(s): Reportar as modificações ocorridas nos tempos de inibição e ativação dos músculos solear e tibial anterior, respetivamente, nas sequências de movimento levantar, sentar e início da marcha, na linha temporal atribuída aos APA’s assim como descrever as modificações ocorridas no comportamento do stiffness passivo da tibiotársica. Métodos: Foi implementado um programa de fisioterapia durante 3 meses em 5 participantes com Acidente Vascular Encefálico. Estes foram avaliados previamente à implementação do programa e após (M0 e M1). Foi analisada a atividade eletromiográfica dos músculos solear e tibial anterior, em ambos os membros inferiores, na linha temporal atribuída aos APA’s nas referidas tarefas. O torque e a amplitude articular da tibiotársica foi monitorizada, através do dinamómetro isocinético, no movimento passivo de dorsiflexão, e registada a atividade muscular através de eletromiografia de superfície, nos músculos solear e gastrocnémio medial. Resultados: À exceção do músculo tibial anterior contralesional no paciente C, todos os participantes demonstraram modificações nos tempos dos músculos do membro contralesional na tarefa levantar. No membro ispsilesional todos os participantes demonstraram alterações, sem que seja possível definir uma tendência. Todos apresentaram uma diminuição do stiffness, embora nos participantes A e E mais evidente nas amplitudes intermédias. Conclusão: Entre os dois momentos de avaliação foi possível reportar modificações nos tempos de inibição dos músculos solear e nos tempos de ativação dos músculos tibial anterior na linha temporal atribuída aos APA’s, no entanto mais homogéneas no membro contralesional na tarefa levantar. Em todos os participantes o stiffness sofreu alterações no sentido da diminuição.
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One of today's biggest concerns is the increase of energetic needs, especially in the developed countries. Among various clean energies, wind energy is one of the technologies that assume greater importance on the sustainable development of humanity. Despite wind turbines had been developed and studied over the years, there are phenomena that haven't been yet fully understood. This work studies the soil-structure interaction that occurs on a wind turbine's foundation composed by a group of piles that is under dynamic loads caused by wind. This problem assumes special importance when the foundation is implemented on locations where safety criteria are very demanding, like the case of a foundation mounted on a dike. To the phenomenon of interaction between two piles and the soil between them it's given the name of pile-soil-pile interaction. It is known that such behavior is frequency dependent, and therefore, on this work evaluation of relevant frequencies for the intended analysis is held. During the development of this thesis, two methods were selected in order to assess pile-soil-pile interaction, being one of analytical nature and the other of numerical origin. The analytical solution was recently developed and its called Generalized pile-soil-pile theory, while for the numerical method the commercial nite element software PLAXIS 3D was used. A study of applicability of the numerical method is also done comparing the given solution by the nite element methods with a rigorous solution widely accepted by the majority of the authors.
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Actinomycosis is a rare, chronic, suppurative, granulomatous infection caused by a group of gram-positive anaerobic bacteria belonging to the natural flora of the oral cavity and gastrointestinal and urogenital tracts. It may involve several organs. This case study refers to pulmonary actinomycosis with chest wall involvement and cord compression in a 29-year-old male who presented with fever, cough, hemoptysis, neck pain, and paresis and plegia of the lower limbs of 5-month duration.