Seguiment temporal de la gorgònia Paramuricea Clavata de les Illes Medes. Exercici 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Seguiment temporal de la garota comuna Paracentrotus Lividus en les Illes Medes. Exercici 2001

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23672

Seguiment temporal de la gorgònia Paramuricea Clavata de les Illes Medes. Exercici 2001

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23672

Seguiment temporal de la garota comuna Parecentrotus lividus en les Illes Medes. Exercici 2002

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23675

Seguiment temporal de la gorgonia Paramuricea Clavata de les Illes Medes. Exercici 2002

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23675

Dynamic impacts of the inhibition of the molecular chaperone hsp90 on the T-cell proteome have implications for anti-cancer therapy.

The molecular chaperone Hsp90-dependent proteome represents a complex protein network of critical biological and medical relevance. Known to associate with proteins with a broad variety of functions termed clients, Hsp90 maintains key essential and oncogenic signalling pathways. Consequently, Hsp90 inhibitors are being tested as anti-cancer drugs. Using an integrated systematic approach to analyse the effects of Hsp90 inhibition in T-cells, we quantified differential changes in the Hsp90-dependent proteome, Hsp90 interactome, and a selection of the transcriptome. Kinetic behaviours in the Hsp90-dependent proteome were assessed using a novel pulse-chase strategy (Fierro-Monti et al., accompanying article), detecting effects on both protein stability and synthesis. Global and specific dynamic impacts, including proteostatic responses, are due to direct inhibition of Hsp90 as well as indirect effects. As a result, a decrease was detected in most proteins that changed their levels, including known Hsp90 clients. Most likely, consequences of the role of Hsp90 in gene expression determined a global reduction in net de novo protein synthesis. This decrease appeared to be greater in magnitude than a concomitantly observed global increase in protein decay rates. Several novel putative Hsp90 clients were validated, and interestingly, protein families with critical functions, particularly the Hsp90 family and cofactors themselves as well as protein kinases, displayed strongly increased decay rates due to Hsp90 inhibitor treatment. Remarkably, an upsurge in survival pathways, involving molecular chaperones and several oncoproteins, and decreased levels of some tumour suppressors, have implications for anti-cancer therapy with Hsp90 inhibitors. The diversity of global effects may represent a paradigm of mechanisms that are operating to shield cells from proteotoxic stress, by promoting pro-survival and anti-proliferative functions. Data are available via ProteomeXchange with identifier PXD000537.

Seguiment temporal de la gorgònia vermella (Paramuricea clavata) de les Illes Medes. Exercici 2003

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23677

La articulación de ámbitos sociales a partir de la base temporal

Uno de los objetivos de la investigación ha consistido, en un primer nivel de análisis, en conseguir una tipología general de la forma de vinculación entre los ámbitos de TP (trabajo productivo), TR (trabajo reproductivo) y TL (disponibilidad de tiempo libre) a partir de datos e indicaciones cuantitativas. Después de diversos ensayos, los resultados y el procedimiento más simple y eficaz se han conseguido a partir de dimensiones indicativas del empleo del tiempo para cada uno de los ámbitos. Por tanto, una vez construidas las tipologías de cada uno de los ámbitos, se toma el tiempo, en este artículo, como referente o sustrato para la constitución de modos de vida cotidiana. Los tipos de modos de vida cotidiana serán a su vez la base de la intervención por entrevistas en la segunda y tercera parte de la investigación. El artículo muestra cómo el tiempo, en tanto que instrumento y soporte para la construcción de los modos de vida, pasa a ser un descritor y clasificador de grupos sin necesidad de recurrir directamente a las variables categoriales: sexo, categorías sociales, edad, etc. Este artículo es parte de una investigación cuyos resultados aparecen en este mismo número de PAPERS. El artículo tiene autonomía y entidad por sí mismo pero la lectura del resto de los artículos de este número facilitará su contextualización.

Dynamic Tests of a Three-Span Continuous I-Beam Highway Bridge, HR-43, 1959

This paper presents the results of the static and dynamic testing of a three-span continuous I-beam highway bridge. Live load stress frequency curves for selected points are shown, and the static and dynamic load distribution to the longitudinal composite beam members are given. The bridge has four traffic lanes with a roadway width of 48 ft. Six longitudinal continuous WF beams act compositely with the reinforced concrete slab to carry the live load. The beams have partial length cover plates at the piers. Previous research has indicated that beams with partial length cover plates have a very low fatigue strength. It was found in this research that the magnitude of the stresses due to actual highway loads were very much smaller than those computed from specification loading. Also, the larger stresses which were measured occurred a relatively small number of times. These data indicate that some requirements for reduced allowable stresses at the ends of cover plates are too conservative. The load distribution to the longitudinal beams was determined for static and moving loads and includes the effect of impact on the distribution. The effective composite section was found at various locations to evaluate the load distribution data. The composite action was in negative as well as positive moment regions. The load distribution data indicate that the lateral distribution of live load is consistent with the specifications, but that there is longitudinal distribution, and therefore the specifications are too conservative.

Feasibility Study of Dynamic Overload and Ultimate Load Tests of Full-Scale Highway Bridges, HR-160, 1973

As a result of the construction of the Saylorville Dam and Reservoir on the Des Moines River, six highway bridges are scheduled for removal. Five of these are old high-truss single-lane bridges, each bridge having several simple spans. The other bridge is a fairly modern (1955) double 4-span continuous beam-and-slab composite highway bridge. The availability of these bridges affords an unusual opportunity for study of the behavior of full-scale bridges. Because of the magnitude of the potential testing program, a feasibility study was initiated and the results are presented in this two-part final report. Part I summarizes the findings and Part II presents the supporting detailed information.

Dynamic Deflections for Determining Structural Rating of Flexible Pavements, HR-178, 1979

The Road Rater is a dynamic deflection measuring apparatus for flexible base pavements. The Road Rater replaces the Benkelman Beam which was last used by the Iowa DOT in 1977. Road Rater test results correlate reasonably well (correlation coefficient = 0.83) with Benkelman Beam test data. The basic differences between the Road Rater and Benkelman Beam are as follows: 1. The Benkelman Beam uses a static 18,000 lb. load while the Road Rater uses a dynamic 800 to 2,000 lb. loading. 2. The Road Rater tests much faster and more economically than the Benkelman Beam. 3. The Road Rater better simulates a moving truck than the Benkelman Beam. The basic operating principle of the Road Rater is to impart a dynamic loading and measure the resultant movement of the pavement with velocity sensors. This data, when properly adjusted for temperature by use of a nomograph included in this report, can be used to determine pavement life expectancy and estimate overlay thickness required. Road Rater testing will be conducted in the spring, when pavements are in their weakest condition, until seasonal correction factors can be developed. The Road Rater does not have sufficient ram weight to effectively evaluate load carrying capacity of rigid pavements. All rigid pavements react similarly to Road Rater testing and generally deflect from 0.65 to 1.30 mils. Research will be contined to evaluate rigid pavements with the Road Rater, however. The Road Rater has proven to be a reliable, troublefree pavement evaluation machine. The deflection apparatus was originally front-mounted,but was rear-mounted during the winter of 1977-78. Since that time, van handling has greatly improved, and front suspension parts are no longer overstressed due to improper weight distribution.