992 resultados para Birth Place


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Children with unresolved brachial plexus palsy frequently develop a disabling internal rotation contracture of the shoulder. Several surgical options, including soft tissue procedures such as muscle releases and/or transfers, and bone operations such as humeral osteotomy are available to correct this deformity. This study describes the effect of subscapularis muscle release performed in isolation. Thirteen patients (5 boys, 8 girls) were reviewed at an average of 3.5 years after their surgery (range, 2-7 years). Their mean age at operation was 4.7 years (range, 1-8 years). Three children had C5-C6 palsies, 8 had C5-C7 palsies, and 2 had C5-C8 palsies. Postoperatively, patients presented significant gains in shoulder active lateral rotation (+49 degrees, from 5 to 54 degrees), active abduction (+30 degrees, from 63 to 93 degrees), active flexion (+46 degrees, from 98 to 144 degrees), and active extension (+23 degrees, from 7 to 30 degrees). Gains were also observed in passive range of motion, but of a lesser degree. Subscapularis muscle release is a procedure we found to have few significant complications and was highly effective in increasing active range of motion and restoring shoulder function.

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Background: Numerous studies have shown a negative association between birth weight (BW) and blood pressure (BP) later in life. To estimate the direct effect of BW on BP, it is conventional to condition on current weight (CW). However, such conditioning can induce collider stratification bias in the estimate of the direct effect. Objective: To bound the potential bias due to U, an unmeasured common cause of CW and BP, on the estimate of the (controlled) direct effect of BW on BP. Methods: Data from a school based study in Switzerland were used (N = 4,005; 2,010 B/1,995 G; mean age: 12.3 yr [range: 10.1-14.9]). Measured common causes of BW-BP (SES, smoking, body weight, and hypertension status of the mother) and CW-BP (breastfeeding and child's physical activity and diet) were identified with DAGs. Linear regression models were fitted to estimate the association between BW and BP. Sensitivity analyses were conducted to assess the potential effect of U on the association between BW and BP. U was assumed 1) to be a binary variable that affected BP by the same magnitude in low BWand in normal BW children and 2) to have a different prevalence in low BW children and in normal BW children for a given CW. Results: A small negative association was observed between BW and BP [beta: -0.3 mmHg/kg (95% CI: -0.9 to 0.3)]. The association was strengthened upon conditioning for CW [beta: -1.5 mmHg/kg (95% CI: -2.1 to -0.9)]. Upon further conditioning on common causes of BW-BP and CW-BP, the association did not change substantially [beta: -1.4 mmHg/kg (95% CI: -2.0 to -0.8)]. The negative association could be explained by U only if U was strongly associated with BP and if there was a large difference in the prevalence of U between low BWand normal BW children. Conclusion: The observed negative association between BW and BP upon adjustment for CW was not easily explained by an unmeasured common cause of CWand BP.

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La fracture vertébrale ostéoporotique est associée à une morbidité et une mortalité élevée. La vertébroplastie a pour but de diminuer les douleurs. La cyphoplastie permet en plus de restaurer la hauteur vertébrale. Ces deux techniques se font avec un risque faible d'effet secondaire immédiat. Cependant elles augmentent à cour et long terme le risque de nouvelle fracture vertébrale, surtout aux niveaux adjacents à la vertébre traitée.

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The average thickness of the existing asphalt cement concrete (ACC) along route E66 in Tama County was 156 mm (6.13 in.). The rehabilitation strategy called for widening the base using the top 75 mm (3 in.) of the existing ACC by a recycling process involving cold milling and mixing with additional emulsion/rejuvenator. The material was then placed into a widening trench and compacted to match the level of the milled surface. The project had the following results: (1) Cold recycled ACC pavement provided adequate pavement structure for a low volume road; (2) Premature cracking of the ACC in the widened pavement area was caused by compaction of the mix over a saturated subgrade; and (3) Considerably less transverse and longitudinal cracking was observed with 75 mm (3 in.) of cold recycled ACC and a 50 mm (2 in.) hot mix ACC overlay than with a conventional hot mix overlay with no cold recycling. More research should be done on efficient construction procedures and incorporating longer test sections for proper evaluation.

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Chronic inflammation and fatty acid deficiency, in particular in docosahexaenoic acid (DHA, C22:6-n3), occurring in cystic fibrosis patients, are two convincing arguments urging the use of polyunsaturated fatty acids (PUFA) omega-3 in this population. PUFA omega-3 oral dietary intake position in the cystic fibrosis treatment is however not clear despite many years of clinical research. This review article sets out the reasons that conduct nutritionists to try this approach and reviews the results published until nowadays.

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Highway Research Project HR-392 was undertaken to evaluate cold in-place asphalt recycled (CIR) projects in the State of Iowa. The research involved assessment of performance levels, investigation of factors that most influence pavement performance and economy, and development of guidelines for CIR project selection. The performance was evaluated in two ways: Pavement Condition Indices (PCI, U.S. Corps of Engineers) were calculated and overall ratings were given on ride and appearance. A regression analysis was extrapolated to predict the future service life of CIR roads. The results were that CIR roads within the State of Iowa, with less than 2000 annual average daily traffic (AADT), have an average predicted service life of fifteen to twenty-six years. Subgrade stability problems can prevent a CIR project from being successfully constructed. A series of Dynamic Cone Penetrometer (DCP) tests were conducted on a CIR project that experienced varying levels of subgrade failure during construction. Based on this case study, and supporting data, it was determined that the DCP test can be used to evaluate subgrades that have insufficient stability for recycling. Overall, CIR roads in Iowa are performing well. It appears that the development of transverse cracking has been retarded and little rutting has occurred. Contracting agencies must pay special attention to the subgrade conditions during project selection. Because of its performance, CIR is a recommended method to be considered for rehabilitating aged low volume (<2000 AADT) asphalt concrete roads in Iowa.

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Introductionþ: L'insulinothérapie intraveineuse est la mieux adaptée pour obtenirun contrôle glycémique rapidement efficace ou lors de besoins en insulinechangeants de façon peu prévisible, mais son emploi hors des soins intensifs seheurte souvent aux manque de formation et réticences des soignants. L'inclusionL'inclusiondu contrôle glycémique rapide dans nos standards institutionnels de priseen charge de l'AVC aigu a suscité une demande de protocole thérapeutiqueadapté aux besoins de l'Unité cérébrovasculaire.Patients et méthodesþ: Le protocole d'insulinothérapie a été dérivé d'algorithmespubliés intégrant glycémie actuelle, cinétique glycémique et sensibilité àl'insuline du patient. Aux repas, une augmentation du débit d'insuline iv. pendant1 h a été ajoutée. Les objectifs glycémiques étaient 4-6þmmol/l en préprandialetþ< 8þmmol/l en postprandial. L'implémentation s'est faite à travers unprocessus de co-construction (outils de gestion, documents et activités de formation)avec les responsables médico-infirmiers du service.Résultatsþ: Les données des 90 premiers patients ont été analysées (diabète connuþ:38, hyperglycémie nouvelleþ: 52, 2715h de traitement cumulées). Les duréesd'insulinothérapie iv. étaient de 34,5 h [interquartile 24-39] et 26,5 h [21-36,3] respectivement(pþ=þ0,03), les délais d'atteinte de l'objectif de 5 h [4.0-8.25] et 7 h[4.0-9.75] (pþ=þns.). Pendant les 24 h suivantes, les taux de glycémies dans la cibleétaient de 70,4þ%/81,3þ% (90,3þ%/94,6þ% entre 4-8þmmol/l), avec un faible tauxd'hypoglycémies (3,9þ%/3,1þ%þ< 4,0þmmol/l, 0,4þ%/0,2þ%þ<þ3,3þmmol/l) et un contrôleglycémique postprandial comparable (excursions +2,6þmmol/l [0,7-3,9] et+1,7þmmol/l [0,6-3,7]þ; Nþ=þ75þ; pþ=þns.).Conclusionþ: L'insulinothérapie intraveineuse hors des soins intensifs est faisable,hautement sûre et efficace, même avec des objectifs glycémiques particulièrementstricts. Outre la fiabilité perçue de l'outil de gestion, la démarche departenariat adoptée avec les soignants, permettant la prise en compte de leurspréoccupations à chaque étape du processus, a été un facteur de succès importantpour son implémentation.

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Cold in-place recycling (CIR) has become an attractive method for rehabilitating asphalt roads that have good subgrade support and are suffering distress related to non-structural aging and cracking of the pavement layer. Although CIR is widely used, its use could be expanded if its performance were more predictable. Transportation officials have observed roads that were recycled under similar circumstances perform very differently for no clear reason. Moreover, a rational mix design has not yet been developed, design assumptions regarding the structural support of the CIR layer remain empirical and conservative, and there is no clear understanding of the cause-effect relationships between the choices made during the design/construction process and the resulting performance. The objective of this project is to investigate these relationships, especially concerning the age of the recycled pavement, cumulative traffic volume, support conditions, aged engineering properties of the CIR materials, and road performance. Twenty-four CIR asphalt roads constructed in Iowa from 1986 to 2004 were studied: 18 were selected from a sample of roads studied in a previous research project (HR-392), and 6 were selected from newer CIR projects constructed after 1999. This report summarizes the results of a comprehensive program of field distress surveys, field testing, and laboratory testing for these CIR asphalt roads. The results of this research can help identify changes that should be made with regard to design, material selection, and construction in order to lengthen the time between rehabilitation cycles and improve the performance and cost-effectiveness of future recycled roads.