1000 resultados para CTX-II


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Introduction: Le principal objectif de cette étude est de mesurer l’effet du GDF-5 sur l’homéostasie du cartilage. Le GDF-5 est un gène de susceptibilité de l’OA faisant partie de la famille des BMPs et qui favorise la synthèse du cartilage. Le but de notre étude a été de déterminer l’effet du GDF-5 sur le métabolisme catabolique ainsi que sur l’équilibre global des chondrocytes, principalement au niveau de l’Aggrécan. Méthode : Des chondrocytes arthrosiques canins et humains OA ont été exposés au GDF-5. L’expression des ARNm et des protéines a été analysée afin d’évaluer la production de l’Aggrécan et le ratio Col-II/Col-I au niveau des facteurs anaboliques et du phénotype. Pour le catabolisme, l’expression et l’activité des aggrécanases ADAMTS-4 et ADAMTS-5 ont été mesurées. Les épitopes NITEGE et CTX-II ont aussi été quantifiés dans le liquide synovial canin après des injections intraarticulaires de GDF-5. Résultats : Le GDF-5 provoque une augmentation de l’activité cellulaire des chondrocytes canins et humains. Pour les ARNm et l’expression protéique, le GDF-5 augmente l’expression de l’Aggrécan alors que les facteurs cataboliques le diminuent. Le phénotype reste inchangé en présence du produit, sauf à haute dose où on augmente le ColI. L’activité des aggrécanases diminue puisque l’épitope NITEGE diminue alors que le CTX-II augmente dans l’articulation. Conclusion : En somme, les facteurs anaboliques du cartilage sont favorisés, alors que les facteurs cataboliques sont diminués par le GDF-5. Cette action double permet d’illustrer l’effet du GDF-5, le classant comme un potentiel médicament modifiant la maladie de l’OA qui mérite d’être étudiée.

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Ciguatoxins (CTX) are polyether neurotoxins that target voltage-gated sodium channels and are responsible for ciguatera, the most common fish-borne food poisoning in humans. This study characterizes the global transcriptional response of mouse liver to a symptomatic dose (0.26 ng/g) of the highly potent Pacific ciguatoxin-1 (P-CTX-1). At 1 h post-exposure 2.4% of features on a 44K whole genome array were differentially expressed (p ≤ 0.0001), increasing to 5.2% at 4 h and decreasing to 1.4% by 24 h post-CTX exposure. Data were filtered (|fold change| ≥ 1.5 and p ≤ 0.0001 in at least one time point) and a trend set of 1550 genes were used for further analysis. Early gene expression was likely influenced prominently by an acute 4°C decline in core body temperature by 1 h, which resolved by 8 h following exposure. An initial downregulation of 32 different solute carriers, many involved in sodium transport, was observed. Differential gene expression in pathways involving eicosanoid biosynthesis and cholesterol homeostasis was also noted. Cytochrome P450s (Cyps) were of particular interest due to their role in xenobiotic metabolism. Twenty-seven genes, mostly members of Cyp2 and Cyp4 families, showed significant changes in expression. Many Cyps underwent an initial downregulation at 1 h but were quickly and strongly upregulated at 4 and 24 h post-exposure. In addition to Cyps, increases in several glutathione S-transferases were observed, an indication that both phase I and phase II metabolic reactions are involved in the hepatic response to CTX in mice.

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In this paper, a space fractional di®usion equation (SFDE) with non- homogeneous boundary conditions on a bounded domain is considered. A new matrix transfer technique (MTT) for solving the SFDE is proposed. The method is based on a matrix representation of the fractional-in-space operator and the novelty of this approach is that a standard discretisation of the operator leads to a system of linear ODEs with the matrix raised to the same fractional power. Analytic solutions of the SFDE are derived. Finally, some numerical results are given to demonstrate that the MTT is a computationally e±cient and accurate method for solving SFDE.

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An installation of sculptural objects that combine references to the portrait bust, drapery and socle with quotidian and incidental objects from the artist's studio. The work form part of the artist's ongoing self-portrait project in which he enacts formal strategies for tempering the authority conveyed by the self-portrait as an artistic genre.

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Two current longitudinal studies in advanced countries, PSED II in the US and CAUSEE in Australia, have attempted to harmonize the major features of the research design. A comparison of the initial screening and first detailed interviews indicates a higher participation in new firm creation in the U.S. Similar types of persons are involved in both countries, albeit more immigrants, older individuals with more work experience and more established individuals in Australia. The nascent enterprises in the two countries are similar on many characteristics, although those in Australia report greater emphasis on new technology and international customers. Assessment of the prevalence of nascent enterprises and new firms from the Global Entrepreneurship Monitor surveys indicates a higher prevalence of new firms in Australia. These two longitudinal projects may help determine if this reflects a high proportion of new firm births or greater survival in the early years among Australian new firms.

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This paper is a continuation of the paper titled “Concurrent multi-scale modeling of civil infrastructure for analyses on structural deteriorating—Part I: Modeling methodology and strategy” with the emphasis on model updating and verification for the developed concurrent multi-scale model. The sensitivity-based parameter updating method was applied and some important issues such as selection of reference data and model parameters, and model updating procedures on the multi-scale model were investigated based on the sensitivity analysis of the selected model parameters. The experimental modal data as well as static response in terms of component nominal stresses and hot-spot stresses at the concerned locations were used for dynamic response- and static response-oriented model updating, respectively. The updated multi-scale model was further verified to act as the baseline model which is assumed to be finite-element model closest to the real situation of the structure available for the subsequent arbitrary numerical simulation. The comparison of dynamic and static responses between the calculated results by the final model and measured data indicated the updating and verification methods applied in this paper are reliable and accurate for the multi-scale model of frame-like structure. The general procedures of multi-scale model updating and verification were finally proposed for nonlinear physical-based modeling of large civil infrastructure, and it was applied to the model verification of a long-span bridge as an actual engineering practice of the proposed procedures.