918 resultados para control of load variations


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Membrane fusion and fission are antagonistic reactions controlled by different proteins. Dynamins promote membrane fission by GTP-driven changes of conformation and polymerization state, while SNAREs fuse membranes by forming complexes between t- and v-SNAREs from apposed vesicles. Here, we describe a role of the dynamin-like GTPase Vps1p in fusion of yeast vacuoles. Vps1p forms polymers that couple several t-SNAREs together. At the onset of fusion, the SNARE-activating ATPase Sec18p/NSF and the t-SNARE depolymerize Vps1p and release it from the membrane. This activity is independent of the SNARE coactivator Sec17p/alpha-SNAP and of the v-SNARE. Vps1p release liberates the t-SNAREs for initiating fusion and at the same time disrupts fission activity. We propose that reciprocal control between fusion and fission components exists, which may prevent futile cycles of fission and fusion.

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The objective of this work, Pilot Project - Demonstration of Capabilities and Benefits of Bridge Load Rating through Physical Testing, was to demonstrate the capabilities for load testing and rating bridges in Iowa, study the economic benefit of performing such testing, and perform outreach to local, state, and national engineers on the topic of bridge load testing and rating. This report documents one of three bridges inspected, load tested, and load rated as part of the project, the Sioux County Bridge (FHWA #308730), including testing procedures and performance of the bridge under static loading along with the calculated load rating from the field-calibrated analytical model. Two parallel reports document the testing and load rating of the Ida County Bridge (FHWA #186070) and the Johnson County Bridge (FHWA #205750). A tech brief provides overall information about the project.

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The objective of this work, Pilot Project - Demonstration of Capabilities and Benefits of Bridge Load Rating through Physical Testing, was to demonstrate the capabilities for load testing and rating bridges in Iowa, study the economic benefit of performing such testing, and perform outreach to local, state, and national engineers on the topic of bridge load testing and rating. This report documents one of three bridges inspected, load tested, and load rated as part of the project, the Ida County Bridge (FHWA #186070), including testing procedures and performance of the bridge under static loading along with the calculated load rating from the field-calibrated analytical model. Two parallel reports document the testing and load rating of the Sioux County Bridge (FHWA #308730) and the Johnson County Bridge (FHWA #205750). A tech brief provides overall information about the project.

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The objective of this work, Pilot Project - Demonstration of Capabilities and Benefits of Bridge Load Rating through Physical Testing, was to demonstrate the capabilities for load testing and rating bridges in Iowa, study the economic benefit of performing such testing, and perform outreach to local, state, and national engineers on the topic of bridge load testing and rating. This report documents one of three bridges inspected, load tested, and load rated as part of the project, the Johnson County Bridge (FHWA #205750), including testing procedures and performance of the bridge under static loading along with the calculated load rating from the field-calibrated analytical model. Two parallel reports document the testing and load rating of the Sioux County Bridge (FHWA #308730) and the Ida County Bridge (FHWA #186070). A tech brief provides overall information about the project.

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This project demonstrated the capabilities for load testing bridges in Iowa, developed and presented a webinar to local and state engineers, and produced a spreadsheet and benefit evaluation matrix that others can use to preliminarily assess where bridge testing may be economically feasible given truck traffic and detour lengths.

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The objective of this work, Pilot Project - Demonstration of Capabilities and Benefits of Bridge Load Rating through Physical Testing, was to demonstrate the capabilities for load testing and rating bridges in Iowa, study the economic benefit of performing such testing, and perform outreach to local, state, and national engineers on the topic of bridge load testing and rating. The three final reports document one each of three bridges inspected, load tested, and load rated as part of the project. The bridges include the Sioux County Bridge (FHWA #308730), the Ida County Bridge (FHWA #186070), and the Johnson County Bridge (FHWA #205750). Actions included testing procedures and performance of the bridge under static loading along with the calculated load rating from the field-calibrated analytical model. A Tech Transfer Summary provides overall information about the project.

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Combined report on the institutions under the control of the Iowa Department of Human Services for the five years ended June 30, 2012

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Combined report on the institutions under the control of the Iowa Department of Corrections for the five years ended June 30, 2012

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Abstract : The Notch pathway is an important regulator of differentiation and carcinogenesis. In keratinocytes and possibly other specific epithelial cell types, it acts as tumour suppressor. Expression of endogenous Notch1 gene is markedly reduced in keratinocyte-derived squamous cell carcinoma (SCC) and cervical cancer cells, as well as in prostate cancer cell lines, and this difference is, at least in part, at the transcriptional level. Little is known on transcriptional control of the Notch1 gene with the exception that it is a p53-target. Our work focused on the mechanisms involved in the different transcription level of the Notch1 gene in normal versus cancer cells. We show that the fully active minimal Notch1 promoter is differentially controlled in normal versus cancer cells. It consists of two distinct regions, one downstream of the transcription start site, which is likely to bind the basic transcription apparatus, and one upstream region characterized by highly GC-rich sequence. This latter region binds Sp/KLF family members, specifically Spa and KLF4, which is upregulated in cancer cells. This is functionally significant as KLF4 overexpression is sufficient to downmodulate Notchl gene transcription, while KLF4 knockdown, in combination with Spa, results in Notch1 upregulation. Control of Notch1 by KLF4/Sp3 is independent of p53. Biochemically, KLF4/Sp3 seem to affect preferentially the initiation step of Notch1 gene transcription, while p53 controls both initiation and elongation steps. Thus, the Notch1 gene is a negative Sp3/KLF4-target and this mechanism contributes, in parallel with p53, to Notch1 downregulation in cancer. Résumé : La voie de signalisation induite par Notch est considérablement impliquée dans la différenciation des cellules et dans la carcinogénèse. Dans les kératinocytes ainsi que dans d'autres types cellulaires de l'épithelium, il agit comme suppresseur de tumeur. L'expression endogène de Notch1 est remarquablement réduite dans les cellules du carcinome spino-cellulaire et du cancer du col de l'utérus ou dans les lignées cellulaires du cancer de la prostate. Cette différence s'explique, du moins en partie, par le niveau de transcription. Peu de choses sont connues sur le contrôle transcriptionnel de Notch1 à l'exception du fait qu'il soit une cible de p53. Notre travail s'est concentré sur les mécanismes impliqués dans la transcription de Notch1, mécanismes qui diffèrent entre les cellules normales et les cellules cancéreuses. Nous avons trouvé la plus petite région du promoteur de Notch1 qui est suffisante pour induire un haut niveau transcriptionnel et qui est contrôlée différemment dans les cellules normales et les cellules cancéreuses. Elle est constituée de deux régions distinctes: une en aval du site de départ de la transcription, qui lie probablement le complexe de base pour la transcription, et une en amont caractérisée par une séquence riche en GC. Cette région lie les membres de la famille Sp/KLF, spécifiquement Sp3 et KLF4, qui sont surexprimés dans les cellules cancéreuses. Ceci est fonctionnellement significatif car la surexpression de KLF4 dans les kératinocytes est suffisante pour diminuer la transcription de Notch1, alors que l'inhibition de KLF4 et de Spa, résulte en une augmentation de Notch1. En outre, le contrôle de Notch1 par KLF4 et Spa est indépendant de p53. Biochimiquement, KLF4 et Spa semblent plutôt affecter l'initiation de la transcription de Notch1 alors que p53 contrôle aussi bien l'initiation que l'élongation. En conclusion, le gène Notch1 est inhibé par Spa et KLF4: ce mécanisme contribue, en parallèle à p53, à diminuer l'expression de Notch1 dans les cellules cancéreuses.

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Background Long-term treatment of primary HIV-1 infection (PHI) may allow the immune reconstitution of responses lost during the acute viremic phase and decrease of peripheral reservoirs. This in turn may represent the best setting for the use of therapeutic vaccines in order to lower the viral set-point or control of viral rebound upon ART discontinuation. Methods We investigated a cohort of 16 patients who started ART at PHI, with treatment duration of ≥4 years and persistent aviremia (<50 HIV-1 copies/ml). The cohort was characterized in terms of viral subtype, cell-associated RNA, proviral DNA and HLA genotype. Secretion of IFN-γ, IL-2 and TNF-α by CD8 T-cells was analysed by polychromatic flowcytometry using a panel of 192 HIV-1-derived epitopes. Results This cohort is highly homogenous in terms of viral subtype: 81% clade B. We identified 44 epitope-specific responses: all patients had detectable responses to >1 epitope and the mean number of responding epitopes per patient was 3. The mean frequency of cytokines-secreting CD8 T-cells was 0.32%. CD8 T-cells secreting simultaneously IFN-γ, IL-2 and TNF-α made up for about 40% of the response and cells secreting at least 2 cytokines for about 80%, consistent with a highly polyfunctional CD8 T-cell profile. There was no difference in term of polyfunctionality when HLA restriction, or recognized viral regions and epitopes were considered. Proviral DNA was detectable in all patients but at low levels (mean = 108 copies/1 million PBMCs) while cell-associated mRNA was not detectable in 19% of patients (mean = 11 copies/1 million PBMCs when detectable). Conclusion Patients with sustained virological suppression after initiation of ART at PHI show polyfunctional CD8 T-cell and low levels of proviral DNA with an absence of residual replication in a substantial percentage of patients. The use of therapeutic vaccines in this population may promote low level of rebound viremia or control of viral replication upon ART cessation.

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Proper division plane positioning is essential to achieve faithful DNA segregation and to control daughter cell size, positioning, or fate within tissues. In Schizosaccharomyces pombe, division plane positioning is controlled positively by export of the division plane positioning factor Mid1/anillin from the nucleus and negatively by the Pom1/DYRK (dual-specificity tyrosine-regulated kinase) gradients emanating from cell tips. Pom1 restricts to the cell middle cortical cytokinetic ring precursor nodes organized by the SAD-like kinase Cdr2 and Mid1/anillin through an unknown mechanism. In this study, we show that Pom1 modulates Cdr2 association with membranes by phosphorylation of a basic region cooperating with the lipid-binding KA-1 domain. Pom1 also inhibits Cdr2 interaction with Mid1, reducing its clustering ability, possibly by down-regulation of Cdr2 kinase activity. We propose that the dual regulation exerted by Pom1 on Cdr2 prevents Cdr2 assembly into stable nodes in the cell tip region where Pom1 concentration is high, which ensures proper positioning of cytokinetic ring precursors at the cell geometrical center and robust and accurate division plane positioning.

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This report describes the research completed under the research contract entitled "Development of a Conductometric Test for Frost Resistance of Concrete" undertaken for the Iowa Highway Research Board. The objective of the project was to develop a test method which can be reasonably and rapidly performed in the laboratory and in the field to predict, with a high degree of certainty, the behavior of concrete subjected to the action of alternate freezing and thawing. The significance of the results obtained, and recommendations for use and the continued development of conductometric testing are presented in this final report. In this project the conductometric evaluation of concrete durability was explored with three different test methods. The test methods and procedures for each type of test as well as presentation of the results obtained and their significance are included in the body of the report. The three test methods were: (1) Conductometric evaluation of the resistance of concrete to rapid freezing and thawing, (2) Conductometric evaluation of the resistance of concrete to natural freezing and thawing, and (3) Conductometric evaluation of the pore size distribution of concrete and its correlation to concrete durability. The report also includes recommendations for the continued development of these test methods.

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This report presents the results of research on the influence of trace compounds from rock salt deicers on portland cement mortar and concrete. An evaluation of the deicers in stock throughout the state showed that about ninety-five percent contained enough sulfate to cause accelerated deterioration of concrete. Of the impurities found in rock salts, sulfate compounds of calcium and magnesium were found to be equally deleterious. Magnesium chloride was found to be innocuous. Introduction of fly ash eliminated the damage to portland cement mortar caused by sulfates. When used with frost resistant Alden aggregate in fly ash concrete and exposed to a variety of deicer brine compositions, the concrete did not deteriorate after exposure. With the exception of a high calcium brine, the behavior of the frost-prone Garrison aggregate was independent of deicer treatment; the high calcium brine reduced frost damage with this aggregate. Two approaches to reducing sulfate deterioration from deicers are suggested as (1) limiting the amount of sulfate to about 0.28 percent, and (2) making concrete sulfate-resistant by using fly ash. Techniques for making existing concrete deicer-sulfate-resistant are essential to a practical solution.