966 resultados para Mechanical structures
Wind Tunnel Analysis of the Effects of Planting at Highway Grade Separation Structures, HR-202, 1979
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Blowing and drifting snow has been a problem for the highway maintenance engineer virtually since the inception of the automobile. In the early days, highway engineers were limited in their capability to design and construct drift free roadway cross sections, and the driving public tolerated the delays associated with snow storms. Modern technology, however, has long since provided the design expertise, financial resources, and construction capability for creating relatively snowdrift free highways, and the driver today has come to expect a highway facility that is free of snowdrifts, and if drifts develop they expect highway maintenance crews to open the highway within a short time. Highway administrators have responded to this charge for better control of snowdrifting. Modern highway designs in general provide an aerodynamic cross section that inhibits the deposition of snow on the roadway insofar as it is economically feasible to do so.
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Since the turn of the century, tributaries to the Missouri River in western Iowa have entrenched their channels to as much as six times their original depth. This channel degradation is accompanied by widening as the channel side slopes become unstable and landslides occur. The deepening and widening of these streams have endangered about 25% of the highway bridges in 13 counties [Lohnes et al. 1980]. Grade stabilization structures have been recommended as the most effective remedial measure for stream degradation [Brice et al., 1978]. In western Iowa, within the last seven years, reinforced concrete grade stabilization structures have cost between $300,000 and $1,200,000. Recognizing that the high cost of these structures may be prohibitive in many situations, the Iowa Department of Transportation (Iowa DOT) sponsored a study at Iowa State University (ISU) to find low-cost alternative structures. This was Phase I of the stream degradation study. Analytical and laboratory work led to the conclusion that alternative construction materials such as gabions and soil-cement might result in more economical structures [Lohnes et al. 1980]. The ISU study also recommended that six experimental structures be built and their performance evaluated. Phase II involved the design of the demonstration structures, and Phase III included monitoring and evaluating their performance.
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We present a combined shape and mechanical anisotropy evolution model for a two-phase inclusion-bearing rock subject to large deformation. A single elliptical inclusion embedded in a homogeneous but anisotropic matrix is used to represent a simplified shape evolution enforced on all inclusions. The mechanical anisotropy develops due to the alignment of elongated inclusions. The effective anisotropy is quantified using the differential effective medium (DEM) approach. The model can be run for any deformation path and an arbitrary viscosity ratio between the inclusion and host phase. We focus on the case of simple shear and weak inclusions. The shape evolution of the representative inclusion is largely insensitive to the anisotropy development and to parameter variations in the studied range. An initial hardening stage is observed up to a shear strain of gamma = 1 irrespective of the inclusion fraction. The hardening is followed by a softening stage related to the developing anisotropy and its progressive rotation toward the shear direction. The traction needed to maintain a constant shear rate exhibits a fivefold drop at gamma = 5 in the limiting case of an inviscid inclusion. Numerical simulations show that our analytical model provides a good approximation to the actual evolution of a two-phase inclusion-host composite. However, the inclusions develop complex sigmoidal shapes resulting in the formation of an S-C fabric. We attribute the observed drop in the effective normal viscosity to this structural development. We study the localization potential in a rock column bearing varying fraction of inclusions. In the inviscid inclusion case, a strain jump from gamma = 3 to gamma = 100 is observed for a change of the inclusion fraction from 20% to 33%.
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Abstract
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[Table des matières] 1. Méthodes d'évaluation. 2. Le Passage et le Point d'eau. 2.1. Historique et objectifs. 2.2. Etapes de la mise en route. 3.1. Professionnels salariés. 3.2. Bénévoles professionnels. 3.3. Bénévoles d'accueil. 4.1. Activités de la structure. 4.2. Accueil (animations, repas, collations). 4.3. L'offre socio-éducative. 4.4. L'offre sanitaire. 4.5. La distribution du matériel stérile. 5.1. Prestations d'hygiène. 5.2. Soins somatiques. 5.3. Activité sportive. 6.1. Profil des usagers. 6.2. Indicateurs socio-démographiques et d'intégration sociale. 6.3. Etat de santé perçu. 6.4. Fréquentation du réseau (dispositif bas seuil et autre) et de Point d'eau. 7. Consommation de drogues illégales. 8. Fréquentation de la structure. 9.1. Méthodes d'évaluation utilisées. 9.2. Evaluation du Passage et du Point d'eau.
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Depuis quelque temps, de plus en plus de spécialistes de la politique sociale préconisent une stratégie d'investissement social dans laquelle les crèches joueraient un rôle majeur. Cette stratégie vise à prévenir les exclusions sociales par la promotion de l'égalité des chances et de l'accès à l'emploi en vue d'un allègement des dépenses de protection sociale passive. Outre qu'elles permettent aux familles d'avoir deux revenus, les crèches ont en effet l'avantage de réduire les écarts au niveau des compétences cognitives et linguistiques entre les enfants venant de différents milieux sociaux. Mais le succès d'une telle stratégie présuppose que certains publics cibles recourent effectivement aux crèches, à savoir les ménages disposant d'un faible revenu ou/et de niveau de formation, ainsi que les familles issues de l'immigration. Or, des analyses statistiques sur la base de l'Enquête suisse sur la population active (ESPA) de 2008 montrent que, pour les familles en Suisse, les chances d'utiliser une crèche augmentent avec le niveau de formation des parents. Concernant plus particulièrement le niveau de formation des mères, ce phénomène n'est d'ailleurs que partiellement conditionné par le taux d'activité supérieur de celles ayant accompli une formation de degré tertiaire. En outre, certaines populations d'immigrés dont l'intégration dans la société suisse est réputée difficile sont peu disposées à recourir aux crèches. Les immigrés de première génération de quasiment toutes les origines fortement représentées en Suisse ont en revanche plus de chances que les parents d'origine suisse de faire appel au service d'une crèche à raison d'au moins 4 jours/semaine, ce qui peut influer négativement sur le comportement de l'enfant. Ce dernier résultat semble paradoxal mais montre qu'une migration rend plus difficile l'organisation d'une garde informelle comme solution complémentaire à la crèche. En synthèse, la présente étude attire l'attention sur le fait que les atouts pédagogiques et socialisants des crèches reviennent avant tout aux enfants de parents d'origine suisse ou venant de pays culturellement proches et ayant un niveau de formation supérieur. Telle que conçue actuellement, l'offre de crèches en Suisse ne semble guère opérer comme un instrument efficace de l'investissement social. Immer mehr Experten der Sozialpolitik empfehlen eine ,,Strategie der sozialen Investitionen", die den Kindertagesstätten (bzw. Kinderkrippen) eine wichtige Rolle zuschreibt. Ziel dieser Strategie ist es, durch Förderung von Chancengleichheit und Arbeitsmarktpartizipation sozialen Ausgrenzungen vorzubeugen, um Einsparungen im Bereich der passiven Sozialleistungen zu ermöglichen. Krippen haben einerseits den Vorteil, dass sie es den Familien ermöglichen, zwei Einkommen zu erzielen. Andererseits tragen sie zur Minderung von kognitiven und sprachlichen Fähigkeitsunterschieden zwischen Vorschulkindern aus verschiedenen sozialen Milieus bei. Der Erfolg dieser Strategie setzt jedoch voraus, dass gewisse Zielgruppen tatsächlich Krippen nutzen, nämlich bezüglich Einkommen und/oder Bildung benachteiligte Haushalte sowie Familien mit Migrationshintergrund. Die vorliegenden statistischen Analysen aufgrund der SAKE-Daten von 2008 (Schweizerische Arbeitskräfteerhebung) ergeben jedoch für die Schweiz, dass die Wahrscheinlichkeit, eine Krippe zu nutzen, mit dem Bildungsniveau der Eltern steigt. Was das Bildungsniveau der Mütter im Besonderen anbelangt, ist dieses Phänomen nur teilweise bedingt durch den tendenziell höheren Beschäftigungsgrad der besser Ausgebildeten. Zudem haben einige Migrantengruppen, deren Integration in die Schweizer Gesellschaft als besonders schwierig betrachtet wird, eine bedeutend tiefere Benützungswahrscheinlichkeit als Eltern Schweizer Herkunft. Für fast alle in der Schweiz stark vertretenen Migranten erster Generation ist dennoch das statistische Risiko grösser, die Krippe während mindestens 4 Tagen/Woche zu nutzen, was einen negativen Einfluss auf das Verhalten des Kindes haben kann. Dieses scheinbar paradoxe Ergebnis ist darauf zurückzuführen, dass ein Migrationshintergrund das Organisieren von krippenergänzenden Betreuungslösungen informeller Art meist erschwert. Gesamthaft zeigt die vorliegende Studie auf, dass die positiven pädagogischen und sozialisierenden Effekte der Krippen in erster Linie Kindern zugutekommen, deren Eltern eine höhere Ausbildung haben, Schweizer Herkunft sind oder aus einem kulturell nahestehenden Land kommen. So wie es gegenwärtig eingerichtet ist, scheint das Krippenangebot in der Schweiz kaum als effizientes Instrument sozialer Investitionen zu wirken.
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PURPOSE: This descriptive article illustrates the application of Global Positioning System (GPS) professional receivers in the field of locomotion studies. The technological challenge was to assess the external mechanical work in outdoor walking. METHODS: Five subjects walked five times during 5 min on an athletic track at different imposed stride frequency (from 70-130 steps x min(-1)). A differential GPS system (carrier phase analysis) measured the variation of the position of the trunk at 5 Hz. A portable indirect calorimeter recorded breath-by-breath energy expenditure. RESULTS: For a walking speed of 1.05 +/- 0.11 m x s(-1), the vertical lift of the trunk (43 +/- 14 mm) induced a power of 46.0 +/- 20.4 W. The average speed variation per step (0.15 +/- 0.03 m x s(-1)) produced a kinetic power of 16.9 +/- 7.2 W. As compared with commonly admitted values, the energy exchange (recovery) between the two energy components was low (39.1 +/- 10.0%), which induced an overestimated mechanical power (38.9 +/- 18.3 W or 0.60 W x kg(-1) body mass) and a high net mechanical efficiency (26.9 +/- 5.8%). CONCLUSION: We assumed that the cause of the overestimation was an unwanted oscillation of the GPS antenna. It is concluded that GPS (in phase mode) is now able to record small body movements during human locomotion, and constitutes a promising tool for gait analysis of outdoor unrestrained walking. However, the design of the receiver and the antenna must be adapted to human experiments and a thorough validation study remains to be conducted.
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BACKGROUND:: Voltage-gated sodium channels dysregulation is important for hyperexcitability leading to pain persistence. Sodium channel blockers currently used to treat neuropathic pain are poorly tolerated. Getting new molecules to clinical use is laborious. We here propose a drug already marketed as anticonvulsant, rufinamide. METHODS:: We compared the behavioral effect of rufinamide to amitriptyline using the Spared Nerve Injury neuropathic pain model in mice. We compared the effect of rufinamide on sodium currents using in vitro patch clamp in cells expressing the voltage-gated sodium channel Nav1.7 isoform and on dissociated dorsal root ganglion neurons to amitriptyline and mexiletine. RESULTS:: In naive mice, amitriptyline (20 mg/kg) increased withdrawal threshold to mechanical stimulation from 1.3 (0.6-1.9) (median [95% CI]) to 2.3 g (2.2-2.5) and latency of withdrawal to heat stimulation from 13.1 (10.4-15.5) to 30.0 s (21.8-31.9), whereas rufinamide had no effect. Rufinamide and amitriptyline alleviated injury-induced mechanical allodynia for 4 h (maximal effect: 0.10 ± 0.03 g (mean ± SD) to 1.99 ± 0.26 g for rufinamide and 0.25 ± 0.22 g to 1.92 ± 0.85 g for amitriptyline). All drugs reduced peak current and stabilized the inactivated state of voltage-gated sodium channel Nav1.7, with similar effects in dorsal root ganglion neurons. CONCLUSIONS:: At doses alleviating neuropathic pain, amitriptyline showed alteration of behavioral response possibly related to either alteration of basal pain sensitivity or sedative effect or both. Side-effects and drug tolerance/compliance are major problems with drugs such as amitriptyline. Rufinamide seems to have a better tolerability profile and could be a new alternative to explore for the treatment of neuropathic pain.