A Pre-Clinical Assessment of Minocycline for Treatment of Chronic Neuropathic Pain after Spinal Cord Injury

Patients living with a spinal cord injury (SCI) often develop chronic neuropathic pain (CNP). Unfortunately, the clinically approved, current standard of treatment, gabapentin, only provides temporary pain relief. This treatment can cause numerous adverse side effects that negatively affect the daily lives of SCI patients. There is a great need for alternative, effective treatments for SCI-dependent CNP. Minocycline, an FDA-approved antibiotic, has been widely prescribed for the treatment of acne for several decades. However, recent studies demonstrate that minocycline has neuroprotective properties in several pre-clinical rodent models of CNS trauma and disease. Pre-clinical studies also show that short-term minocycline treatment can prevent the onset of CNP when delivered during the acute stage of SCI and can also transiently attenuate established CNP when delivered briefly during the chronic stage of SCI. However, the potential to abolish or attenuate CNP via long-term administration of minocycline after SCI is unknown. The purpose of this study was to investigate the potential efficacy and safety of long-term administration of minocycline to abolish or attenuate CNP following SCI. A severe spinal contusion injury was administered on adult, male, Sprague-Dawley rats. At day 29 post-injury, I initiated a three-week treatment regimen of daily administration with minocycline (50 mg/kg), gabapentin (50 mg/kg) or saline. The minocycline treatment group demonstrated a significant reduction in below-level mechanical allodynia and above- level hyperalgesia while on their treatment regimen. After a ten-day washout period of minocycline, the animals continued to demonstrate a significant reduction in below-level mechanical allodynia and above-level hyperalgesia. However, minocycline-treated animals exhibited abnormal weight gain and hepatotoxicity compared to gapabentin-treated or vehicle-treated subjects.The results support previous findings that minocycline can attenuate CNP after SCI and suggested that minocycline can also attenuate CNP via long-term delivery of minocycline after SCI (36). The data also suggested that minocycline had a lasting effect at reducing pain symptoms. However, the adverse side effects of long-term use of minocycline should not be ignored in the rodent model. Gabapentin treatment caused a significant decrease in below-level mechanical allodynia and below-level hyperalgesia during the treatment regimen. Because gabapentin treatment has an analgesic effect at the concentration I administered, the results were expected. However, I also found that gabapentin-treated animals demonstrated a sustained reduction in pain ten days after treatment withdrawal. This result was unexpected because gabapentin has a short half-life of 1.7 hours in rodents and previous studies have demonstrated that pre-drug pain levels return shortly after withdrawal of treatment. Additionally, the gabapentin-treated animals demonstrated a significant and sustained increase in rearing events compared with all other treatment groups which suggested that gabapentin treatment was not only capable of reducing pain long-term but may also significantly improve trunk stability or improve motor function recovery.

Lead, sulphate, and aluminium concentrations and lead crustal enrichment factors in Mt. Logan ice core during pre-anthropogenic to modern periods

A high-resolution, 8000 year-long ice core record from the Mt. Logan summit plateau (5300 m asl) reveals the initiation of trans-Pacific lead (Pb) pollution by ca. 1730, and a >10-fold increase in Pb concentration (1981-1998 mean = 68.9 ng/l) above natural background (5.6 ng/l) attributed to rising anthropogenic Pb emissions from Asia. The largest rise in North Pacific Pb pollution from 1970-1998 (end of record) is contemporaneous with a decrease in Eurasian and North American Pb pollution as documented in ice core records from Greenland, Devon Island, and the European Alps. The distinct Pb pollution history in the North Pacific is interpreted to result from the later industrialization and less stringent abatement measures in Asia compared to North America and Eurasia. The Mt. Logan record shows evidence for both a rising Pb emissions signal from Asia and a trans-Pacific transport efficiency signal related to the strength of the Aleutian Low.

Mineral and organic geochemistry from Lake Anterne sediments (North French Alps)

A high-resolution sedimentological and geochemical study was performed on a 20 m long core from the alpine Lake Anterne (2063 m a.s.l., NW French Alps) spanning the last 10 ka. Sedimentation is mainly of minerogenic origin. The organic matter quantity (TOC%) as well as its quality (hydrogen (HI) and oxygen (OI) indices) both indicate the progressive onset and subsequent stabilization of vegetation cover in the catchment from 9950 to 5550 cal. BP. During this phase, the pedogenic process of carbonate dissolution is marked by a decrease in the calcium content in the sediment record. Between 7850 and 5550 cal. BP, very low manganese concentrations suggest anoxic conditions in the bottom-water of Lake Anterne. These are caused by a relatively high organic matter (terrestrial and lacustrine) content, a low flood frequency and longer summer stratification triggered by warmer conditions. From 5550 cal. BP, a decrease in TOC, stabilization of HI and higher sedimentation rates together reflect increased erosion rates of leptosols and developed soils, probably due to a colder and wetter climate. Then, three periods of important soil destabilization are marked by an increased frequency and thickness of flood deposits during the Bronze Age and by increases in topsoil erosion relative to leptosols (HI increases) during the late Iron Age/Roman period and the Medieval periods. These periods are also characterized by higher sedimentation rates. According to palynological data, human impact (deforestation and/or pasturing activity) probably triggered these periods of increased soil erosion.

Climatological observations from ship logbooks between 1750 and 1854 (release 2.1)

The Climatological Database for the World's Oceans: 1750-1854 (CLIWOC) project, which concluded in 2004, abstracted more than 280,000 daily weather observations from ships' logbooks from British, Dutch, French, and Spanish naval vessels engaged in imperial business in the eighteenth and nineteenth centuries. These data, now compiled into a database, provide valuable information for the reconstruction of oceanic wind field patterns for this key period that precedes the time in which anthropogenic influences on climate became evident. These reconstructions, in turn, provide evidence for such phenomena as the El Niño-Southern Oscillation and the North Atlantic Oscillation. Of equal importance is the finding that the CLIWOC database the first coordinated attempt to harness the scientific potential of this resource represents less than 10 percent of the volume of data currently known to reside in this important but hitherto neglected source.

Análisis de las diferencias en el crecimiento vegetativo, en los componentes del rendimiento y en la composición de las uvas y vinos del cv. cabernet sauvignon (vitis vinifera L.), producidos por el déficit hídrico durante pre-envero y post-envero

La presente Tesis Doctoral se realizó con el fin de estimar conjuntamente la respuesta agronómica y fisiológica de la vid (Vitis vinifera L.), así como los efectos sobre la evolución de la maduración, composición y la calidad de la uva y del vino, bajo la aplicación de diferentes déficit hídricos en pre-envero y post-envero, dentro de un marco de referencia de cambio climático. La variación climática que prevén los estudios sobre el cambio climático, resulta un factor decisivo en la eficiencia del uso del agua en la vid. En zonas cálidas, las estrategias de cultivo del viñedo frente al cambio climático deben de ir dirigidas a atenuar sus efectos sobre el crecimiento y el desarrollo de la vid, haciéndose imprescindible el estudio pormenorizado del déficit hídrico como factor decisivo en la obtención de las uvas adecuadas, ya que son la clave indispensable para el éxito en la elaboración del vino, y de forma muy especial en los vinos enfocados a un sector de alta calidad. El ensayo se llevó a cabo en un viñedo comercial de Bodegas Licinia, en la Comunidad de Madrid, durante los años 2010 y 2011. La variedad estudiada fue Cabernet sauvignon / 41 B, plantada a un marco de plantación de 3 m x 1 m, con un guiado vertical de la vegetación. El dispositivo experimental fue totalmente al azar, y se establecieron 4 tratamientos experimentales con 4 grados de disponibilidad hídrica, déficit moderado continuo (T0,45-0,6), déficit severo continuo (T0-0,3), déficit severo después de envero (T0,45-0,3) y déficit severo antes de envero (T0-0,6). En cada tratamiento se distribuyeron 3 repeticiones. El año 2010 fue el más lluvioso de los años de ensayo, con 478 mm de precipitaciones anuales, lo que supuso 146 mm más que en el año 2011. Su distribución a lo largo del ciclo fue más homogénea en el año 2010, mientras que en 2011 las precipitaciones contabilizadas en el período de maduración de la uva fueron nulas. La temperatura media subió 0,9ºC en 2011, respecto a 2010 y en cuanto a la integral térmica eficaz, en 2011 se acumularon, desde el 1 de abril hasta el final de ciclo, 217 grados•día más que en 2010. El déficit hídrico en pre-envero, modificó notablemente el crecimiento vegetativo y la producción de cosecha de la parcela de ensayo, no así la fertilidad de las yemas. El tratamiento con mayor disponibilidad hídrica (T0,45-0,6) obtuvo el mayor peso de baya, y los tratamientos con menor déficit hídrico en pre-envero (T0,45-0,6 y T0,45-0,3) registraron los mayores rendimientos de cosecha, mientras que las menores tasas de cuajado correspondieron al tratamiento con un déficit severo continuo (T0-0,3). La parcela de ensayo se caracterizó por un exceso de vigor y un alto crecimiento vegetativo. El pH del mosto se vio afectado por el déficit hídrico, disminuyendo su valor en el tratamiento de déficit hídrico severo antes de envero (T0-0,6). Organolépticamente, no se percibieron diferencias significativas en los vinos elaborados en función del déficit hídrico, y respecto a su composición físico-química, solo existieron diferencias en la concentración de ácido L-Málico, con mayores concentraciones en los tratamientos sin déficit hídrico en pre-envero, T0,45-0,6 y T0,45-0,3. El déficit hídrico modificó notablemente el color del vino, aumentando los valores de las coordenadas CIELAB a* y b*, la luminosidad (L*), croma (C*) y tonalidad (H*), para los tratamientos con un déficit severo en pre-envero (T0-0,3 y T0-0,6) y disminuyendo estas en el tratamiento con mayor disponibilidad hídrica (T0,45-0,6). Del mismo modo, mediante el análisis de color por métodos tradicionales, IPT e IC de los vinos, aumentó en los tratamientos con mayor déficit hídrico en pre-envero (T0-0,3 y T0-0,6), respecto a los tratamientos de mayor disponibilidad (T0,45-0,6 y T0,45-0,3). La concentración de taninos de la baya en vendimia, no se vio afectada por el déficit hídrico, aunque sí estuvo relacionada positivamente con el tamaño de las bayas. Organolépticamente, los hollejos del año 2011 resultaron con menor frescura, acidez, afrutado, sensación herbácea e intensidad tánica, aunque con mayor astringencia respecto a 2010. Las pepitas fueron más astringentes y aromáticas pero menos crujientes, sin llegar a los niveles de madurez del año 2010. El catador relacionó los taninos con la calidad del vino, asociándolos con un mayor cuerpo, acidez, intensidad, equilibrio gustativo, amargor y menor astringencia en la fase gustativa. La concentración de taninos en los vinos se vio favorecida con el déficit hídrico en pre-envero y post-envero. Los tratamientos con mayor déficit hídrico en pre-envero, T0-0,6 y T0-0,3, obtuvieron las menores concentraciones de potasio en mostos y vinos. Las relaciones entre la concentración de potasio, ácido L-Málico y el porcentaje de color rojo puro (dA(%)) resultaron altamente significativas, de modo que las mayores tasas de potasio en el vino se asociaron a los valores más bajos de color rojo y a los mayores de ácido L-Málico. ABSTRACT The present Doctoral Thesis has been done in order to estimate the grapevine (Vitis vinifera L.) agronomic and physiologic performance or response as well as the impact in the grape and wine maturity, composition and quality evolution, with different water deficits. The variation in climate that the global warming studies for seen is a key factor for the grapevine water use efficiency. In warm areas the farming vineyards strategy to face the climatic change, should be focused on diminish the effects on the grapevine growth and development, so that the water deficit detailed analysis becomes decisive to obtain the appropriate grapes, that are the main subject for a successful wine production and especially for top quality wines. The trial was carried out in a commercial vineyard in Chinchón (Madrid), Licinia winery, during the 2010 and 2011 seasons. The grape variety studied was Cabernet Sauvignon grafted onto 41B with a vine spacing 3m x 1m trained as VSP. Experimental design consisted on 4 irrigation treatments with 3 replications totally randomized. Irrigation treatments were: moderate regulated deficit (T0,45-0,6), severe continuous deficit (T0-0,3), severe post-veraison deficit (T0,45-0,3) and severe pre veraison deficit (T0-0,6). The 2010 was rainier year than the 2011; Total annual rain in 2010 was 478 mm, which resulted in 146 mm more than in 2011. The distribution along the vine cycle was more homogeneous in the 2010, whereas precipitations in 2011 along the grape maturity period were nonexistent. The average temperature in 2011 was 0,9ºC higher than that of the 2010 and regarding to the thermal integral, in the 2011 from 1st April to the end of the growing cycle, was 217 degrees•day higher than that in 2010. Water deficit significantly modified the vegetative growth and yield but, it did not modified bud fertility. The treatment with the highest water availability (T0,45-0,6) got the highest berry size, the lowest berry set rates were found in the severe continuous deficit treatment (T0-0,3). The plot studied in this trial was characterized by both excessive vigour and vegetative growth. Water deficit modified the pH must by, reducing it in the severe water deficit during pre-veraison (T0-0,6). There were not differences in wine tasting between the water deficits treatments. Regarding to the physical-chemical composition, it only existed differences in the L-malic acid concentration, resulting higher concentrations in the water deficit pre-veraison treatments: T0,45-0,6 y T0,45-0,3. Water deficit significantly modified wine colour by, increasing the CIELAB coordinates a* and b*, the brightness (L*), croma (C*) and tonality (H*), in the lower water availability pre-veraison treatments (T0-0,3 y T0-0,6), and reducing them in the in the moderate continuous water deficit ones (T0,45-0,6). By means of traditional wine colour parameters analyses, red colour percentage, TPI, they became higher in the lower water availability pre-veraison treatments (T0-0,3 y T0-0,6), than in those with higher availability (T0,45-0,6 y T0,45-0,3). At harvest, berry tannins concentrations was not affected by the water deficit although it did in a positive way, in the berry size. Berry tasting in 2011, resulted in a lower freshness, acidity, fruity, herbaceous flavour and tannic intensity, but with higher astringency respect to the 2010 season. Seeds, in 2011, were more astringent and aromatic as in the 2010, but less crunchy, without getting to the point of maturity. The taster linked the tannins to wine quality, associating them with a higher bodiest wine, acidity, intensity, taste balance, bitterness and with a lower astringency in the tasting stage. Treatments with a higher water deficit up to veraison T0-0,6 y T0-0,3 got less musts and wines potassium concentration. The relation between L-malic acid and the full red color percentage (dA(%)), were highly related, resulting the higher potassium content the lower wine quality.

Effects of coaches' timeouts on basketball teams' offensive and defensive performances according to momentary differences in score and game period.

The aim of the present study was to assess the effects of game timeouts on basketball teams? offensive and defensive performances according to momentary differences in score and game period. The sample consisted of 144 timeouts registered during 18 basketball games randomly selected from the 2007 European Basketball Championship (Spain). For each timeout, five ball possessions were registered before (n?493) and after the timeout (n?475). The offensive and defensive efficiencies were registered across the first 35 min and last 5 min of games. A k-means cluster analysis classified the timeouts according to momentary score status as follows: losing ( ?10 to ?3 points), balanced ( ?2 to 3 points), and winning (4 to 10 points). Repeated-measures analysis of variance identified statistically significant main effects between pre and post timeout offensive and defensive values. Chi-square analysis of game period identified a higher percentage of timeouts called during the last 5 min of a game compared with the first 35 min (64.999.1% vs. 35.1910.3%; x ?5.4, PB0.05). Results showed higher post timeout offensive and defensive performances. No other effect or interaction was found for defensive performances. Offensive performances were better in the last 5 min of games, with the least differences when in balanced situations and greater differences when in winning situations. Results also showed one interaction between timeouts and momentary differences in score, with increased values when in losing and balanced situations but decreased values when in winning situations. Overall, the results suggest that coaches should examine offensive and defensive performances according to game period and differences in score when considering whether to call a timeout.

Idas y venidas. Los viajes de arquitectura en España entre 1920 y 1960

Esta tesis se propone indagar en las vias por las que la arquitectura española cambió en el periodo comprendido entre 1920 y 1960 y el papel que los viajes tuvieron en dicho cambio. La investigación busca demostrar que, junto a otros factores como la llegada de revistas y libros y las conferencias de arquitectos de la talla de Le Corbusier, Gropius, Mendelsohn, Neutra o Aalto, los viajes tuvieron un papel clave en el proceso de apertura de miras y que provocó que, bien a traves de lo publicado en las revistas por los “arquitectos viajeros” o por el reflejo que tuvo lo conocido fuera de nuestras fronteras en proyectos y obras concretas, un buen numero de arquitectos, que no tuvieron la posibilidad de viajar, pudieron conocer que existía una realidad muy distinta a la que los profesores en la Escuela les habían enseñado o a la que estaban acostumbrados a ver en otros arquitectos de generaciones anteriores basada, en buena medida, en la recuperación de un estilo propio nacional centrandose en los historicismos. A lo largo de la investigación trataremos de ver que efecto produjo la apertura de fronteras y que papel tuvieron los viajes en dicho proceso. También nos centraremos en comprobar hasta qué punto cambió la manera de ver la arquitectura de los protagonistas del viaje y de aquellos que recibieron la información por ellos encontrada. Veremos cómo dicha información es cuantificable, clasificable y demostrable en propuestas concretas. Será importante ver que motivó su salida, que buscaban y que encontraron así como, entre las influencias recibidas, cuales tuvieron un mayor calado: las propuestas europeas o las americanas, y dentro de las primeras, las holandesas, las alemanas o las francesas. Los objetivos que se persigue conseguir son: contribuir a un mayor conocimiento de la arquitectura entre 1920 y 1960 a través de las conexiones internacionales y el ensanchamiento de horizontes, recopilar, clasificar y analizar todo el material obtenido relacionando los viajes con las biografías de los arquitectos protagonistas, estudiar qué interesa a los arquitectos españoles cuando van fuera y porqué (será importante ver quiénes de entre los arquitectos son más abiertos a las corrientes europeas y que motivó su salida en busca de nuevos lenguajes), ordenar las reflexiones que exponen los arquitectos a la vuelta de sus viajes y ver en que propuestas y de qué forma los arquitectos plasman lo encontrado en su búsqueda en el extranjero. Para conseguir estos objetivos estructuraremos la investigación en tres bloques: En el primero de ellos nos centraremos en profundizar como era la arquitectura española a principios del siglo XX. Para poder entender mejor las transformaciones que los viajes provocaron será necesario conocer cuál era la arquitectura predominante en estos años que, como veremos, consistía en la búsqueda de un estilo nacional propio dirigiendo su mirada al pasado. También veremos cómo un grupo de arquitectos (Palacios, Flórez, Torres Balbás o Anasagasti) fueron pioneros en el deseo de mirar fuera de nuestras fronteras así como dedicaremos especial atención a cómo era la formación en la Escuela. El segundo capítulo, que abarca desde principios de los años 20 hasta la Guerra Civil, tratará de demostrar la importancia que tuvo en el proceso de permeabilidad frente a las corrientes extranjeras los viajes que los arquitectos realizaron y que, sumados a la llegada de revistas y las visitas de los principales arquitectos modernos, provocaron una primera apertura como respuesta a los historicismos predominantes. Entre los arquitectos viajeros destacaremos las figuras de Fernando García Mercadal (incidiendo en su importancia como difusor de la arquitectura moderna), Rafael Bergamín, Ramón Sánchez Arcas y Luis Lacasa. También nos detendremos en ver la importancia que tuvieron las exposiciones (con especial atención a la de Artes Decorativas de París de 1925 y la de la Deutscher Werkbund en Stuttgart en 1927) que se realizaron estos años y como llegó la información a nuestro país. El tercer y último capítulo arranca con el periodo de posguerra, una época de transición pues los viajes que se realizaron fueron escasos y en la mayoría de las ocasiones no se llevaron a cabo en busca de nuevos caminos. Veremos cómo tras la Guerra y de la mano de la dictadura se produce, de la misma forma que en la Alemania nazi, una vuelta al interés por los historicismos de principios de siglo. Para entender mejor este periodo haremos un repaso a la obra de Luis Gutiérrez Soto por ser explicativa de lo cambiante de las corrientes arquitectónicas de estos años. Tras el análisis de los sucedido en posguerra nos dedicaremos a analizar, de la misma forma que en el primer periodo, la manera en que se produjo el rechazo al estilo nacional de nuevo gracias a la llegada de libros y revistas, lo publicado por las revistas españolas, las visitas de arquitectos de prestigio así como los viajes de un grupo de arquitectos que, de manera individual, salieron al extranjero en busca de apoyo, de referencias en los que cimentar su arquitectura. De este grupo, por la importancia que los propios protagonistas dieron al hecho de viajar como complemento a su formación y por la manera en la que reflejaron lo aprendido en proyectos concretos destacamos a Francisco de Asís Cabrero, Miguel Fisac, Ramón Vázquez Molezún y Francisco Javier Sáenz de Oiza. De nuevo, igual que en el primer capítulo finalizaremos la investigación dedicando un apartado a las exposiciones (fundamentalmente la Interbau de Berlín de 1957) celebradas en estos años. Para finalizar estableceremos las conclusiones que nos llevarán a comprobar hasta qué punto la arquitectura española en los periodos previo y posterior a la guerra cambió y en qué medida tuvieron importancia los viajes que los arquitectos españoles realizaron al extranjero en dicho cambio… ABSTRACT This thesis aims to look at the ways which Spanish architecture changed in the period between 1920 and 1960, and the way it was effected by travelling . The research will demonstrate that, together with other factors, such as the arrival of magazines, books, conferences and architects like Le Corbusier, Gropius, Mendelsohn, Neutra or Aalto, travelling played a key role in architecture. Also, it changed the way we look at architecture. Travelling, thanks to the published journals by "travelling architects” and the influence that they had - known beyond our borders in projects and concrete works, caused the arrival of a new type of architects. Even those who were not able to travel, knew that there was a very different reality than the reality the teachers at the school had taught them. Also, the “new reality” was different from the one that they were used to seeing in other architects of earlier generations, based mainly on the recovery of a national style focused on historicism. Throughout the investigation I will try to show the effect that the opening of borders and travelling had on this process. We will also focus on checking how it changed the way we see the architecture, from the point of view of the protagonists of the travels and those who received the information . We will see how that information is quantifiable and demonstrably classifiable into concrete proposals. It will be important to see which led to their departure. They sought and found among the influences, which had a major impact: the proposed European or American, and within the first, Dutch, German or French. The objectives to be achieved are: To contribute to a better understanding of architecture between 1920 to 1960 by the international connections, and widening the horizon. To collect, classify and analyze all obtained materials related to travelling with biographies of architects protagonists. To study what the interests of the Spanish architects were when they went abroad and why ( it will be important to see who among those architects were more open to European trends and prompted their departures for new languages). To order reflections exhibited by architects around his travels and to see what proposals and how architects reflected what they found in their search abroad. To achieve these objectives we will structure this research in three areas: In the first one, we will focus on how the Spanish architecture in the early twentieth century was. To better understand the changes that travelling caused it is necessary to understand that the predominant architecture in these years was in pursuit of its own national style, directing its gaze to the past, like we shall see. We will also see how a group of architects (Palacios, Flórez, Torres Balbás or Anasagasti) pioneered by looking beyond our borders and devote special attention to how the training was in the School. The second chapter, ranging from early 20s to the Civil War, will try to demonstrate the importance that travelling had in the process of diffusion currents. That, together with the arrival of magazines and visits by leading modern architects, led to a first opening in architecture, in response to the prevailing historicism. Among the travelers we highlight architects like Fernando García Mercadal (stressing his importance as a disseminator of modern architecture), Rafael Bergamín, Ramón Sánchez Arcas and Luis Lacasa. We will also stop to see the importance of exhibitions (with special attention to the Decorative Arts in Paris in 1925 and the Deutscher Werkbund in Stuttgart in 1927) that were held over the years and how the information came to our country . The third and final chapter starts with the post war period, a time of transition for the travels, which were scarce and in most cases were not conducted on new roads. We will see that after the war and with the dictatorship, a return to interest in historicism of the century occurred, just as in Nazi Germany. For better understanding of this period we will review the work of Luis Gutiérrez Soto. His work is explanatory of the changing of architectural trends over these years. After analyzing the case in post war, we turn to analyze, in the same way as in the first period, the manner in which rejection occurred in national style again with the arrival of books and magazines. Visits by prestigious architects and group travels of architects who, individually, went abroad in search of support, references on which to base their architecture. In this group of architects, due to the importance that the protagonists gave to the act of traveling to improve their training and the way in which they reflected what they learned in practical projects, I include Francisco de Asís Cabrero, Miguel Fisac, Ramon Vazquez Molezún and Francisco Javier Saenz de Oiza. Again, as in the first chapter, we will conclude the investigation dedicating a section to the exhibitions held in these years (mainly Interbau Berlin, 1957). Finally establishing conclusions lead us to see how far the Spanish architecture in the pre- and post -war periods changed and how much the trips were important to Spanish architects who performed abroad on the change...

Return of Equity Issues in the Spanish Stock Market from the Investor’s Perspective, during the 1997-2012 Period

Is it profitable for an investor, from a risk-return perspective, to acquire a stake in a quoted company when a capital increase is announced? This paper analyses the return obtained from the investment in equity issues with cash contribution and pre-emptive rights, aimed at funding corporate activities: acquisitions, investments in new facilities and/or strengthening the balance sheet of the companies undertaking the equity issue. During the 16 years covered by the study, the results show a negative average excess risk-adjusted return of almost 5%, from the moment that the equity offer is announced until the completion of the preferential subscription period. To obtain this excess return, the difference between the nominal Internal Rate of Return (IRR) and the expected return, using the CAPM, is computed for each equity issue. The intention behind this method is to eliminate the effects of time and any other possible effect on the stock price during the period of the analysis.The results from this article are consistent with the Pecking Order theory for the Spanish Stock Market also six months after the preferential subscription period. However, there is a positive return after three months.

Evolución del conocimiento del hormigón estructural hasta 1973

Esta tesis analiza los criterios con que fueron proyectadas y construidas las estructuras de hormigón hasta 1973, fecha coincidente con la Instrucción EH-73, que en contenido, formato y planteamiento, consagró la utilización de los criterios modernamente utilizados hasta ahora. Es heredera, además, de las CEB 1970. Esos años marcan el cambio de planteamiento desde la Teoría Clásica hacia los Estados Límite. Los objetivos perseguidos son, sintéticamente: 1) Cubrir un vacío patente en el estudio de la evolución del conocimiento. Hay tratados sobre la historia del hormigón que cubren de manera muy completa el relato de personajes y realizaciones, pero no, al menos de manera suficiente, la evolución del conocimiento. 2) Servir de ayuda a los técnicos de hoy para entender configuraciones estructurales, geometrías, disposiciones de armado, formatos de seguridad, etc, utilizados en el pasado, lo que servirá para la redacción más fundada de dictámenes preliminares sobre estructuras existentes. 3) Ser referencia para la realización de estudios de valoración de la capacidad resistente de construcciones existentes, constituyendo la base de un documento pre-normativo orientado en esa dirección. En efecto, esta tesis pretende ser una ayuda para los ingenieros de hoy que se enfrentan a la necesidad de conservar y reparar estructuras de hormigón armado que forman parte del patrimonio heredado. La gran mayoría de las estructuras, fueron construidas hace más de 40 años, por lo que es preciso conocer los criterios que marcaron su diseño, su cálculo y su construcción. Pretende determinar cuáles eran los límites de agotamiento y por tanto de seguridad, de estructuras dimensionadas con criterios de antaño, analizadas por la metodología de cálculo actual. De este modo, se podrá determinar el resguardo existente “real” de las estructuras dimensionadas y calculadas con criterios “distintos” a los actuales. Conocer el comportamiento de las estructuras construidas con criterios de la Teoría Clásica, según los criterios actuales, permitirá al ingeniero de hoy tratar de la forma más adecuada el abanico de necesidades que se puedan presentar en una estructura existente. Este trabajo se centra en la evolución del conocimiento por lo que no se encuentran incluidos los procesos constructivos. En lo relativo a los criterios de proyecto, hasta mediados del siglo XX, éstos se veían muy influidos por los ensayos y trabajos de autor consiguientes, en los que se basaban los reglamentos de algunos países. Era el caso del reglamento prusiano de 1904, de la Orden Circular francesa de 1906, del Congreso de Lieja de 1930. A partir de la segunda mitad del siglo XX, destacan las aportaciones de ingenieros españoles como es el caso de Alfredo Páez Balaca, Eduardo Torroja y Pedro Jiménez Montoya, entre otros, que permitieron el avance de los criterios de cálculo y de seguridad de las estructuras de hormigón, hasta los que se conocen hoy. El criterio rector del proyecto de las estructuras de hormigón se fundó, como es sabido, en los postulados de la Teoría Clásica, en particular en el “momento crítico”, aquel para el que hormigón y acero alcanzan sus tensiones admisibles y, por tanto, asegura el máximo aprovechamiento de los materiales y sin pretenderlo conscientemente, la máxima ductilidad. Si el momento solicitante es mayor que el crítico, se dispone de armadura en compresión. Tras el estudio de muchas de las estructuras existentes de la época por el autor de esta tesis, incluyendo entre ellas las Colecciones Oficiales de Puentes de Juan Manuel de Zafra, Eugenio Ribera y Carlos Fernández Casado, se concluye que la definición geométrica de las mismas no se corresponde exactamente con la resultante del momento crítico, dado que como ahora resultaba necesario armonizar los criterios de armado a nivel sección con la organización de la ferralla a lo largo de los diferentes elementos estructurales. Los parámetros de cálculo, resistencias de los materiales y formatos de seguridad, fueron evolucionando con los años. Se fueron conociendo mejor las prestaciones de los materiales, se fue enriqueciendo la experiencia de los propios procesos constructivos y, en menor medida, de las acciones solicitantes y, consiguientemente, acotándose las incertidumbres asociadas lo cual permitió ir ajustando los coeficientes de seguridad a emplear en el cálculo. Por ejemplo, para el hormigón se empleaba un coeficiente de seguridad igual a 4 a finales del siglo XIX, que evolucionó a 3,57 tras la publicación de la Orden Circular francesa de 1906, y a 3, tras la Instrucción española de 1939. En el caso del acero, al ser un material bastante más conocido por cuanto se había utilizado muchísimo previamente, el coeficiente de seguridad permaneció casi constante a lo largo de los años, con un valor igual a 2. Otra de las causas de la evolución de los parámetros de cálculo fue el mejor conocimiento del comportamiento de las estructuras merced a la vasta tarea de planificación y ejecución de ensayos, con los estudios teóricos consiguientes, realizados por numerosos autores, principalmente austríacos y alemanes, pero también norteamericanos y franceses. En cuanto a los criterios de cálculo, puede sorprender al técnico de hoy el conocimiento que tenían del comportamiento del hormigón desde los primeros años del empleo del mismo. Sabían del comportamiento no lineal del hormigón, pero limitaban su trabajo a un rango de tensióndeformación lineal porque eso aseguraba una previsión del comportamiento estructural conforme a las hipótesis de la Elasticidad Lineal y de la Resistencia de Materiales, muy bien conocidas a principios del s. XX (no así sucedía con la teoría de la Plasticidad, aún sin formular, aunque estaba implícita en los planteamientos algunos ingenieros especializados en estructuras de fábrica (piedra o ladrillo) y metálicas. Además, eso permitía independizar un tanto el proyecto de los valores de las resistencias reales de los materiales, lo que liberaba de la necesidad de llevar a cabo ensayos que, en la práctica, apenas se podían hacer debido a la escasez de los laboratorios. Tampoco disponían de programas informáticos ni de ninguna de las facilidades de las que hoy se tienen, que les permitiera hacer trabajar al hormigón en un rango no lineal. Así, sabia y prudentemente, limitaban las tensiones y deformaciones del material a un rango conocido. El modus operandi seguido para la elaboración de esta tesis, ha sido el siguiente: -Estudio documental: se han estudiado documentos de autor, recomendaciones y normativa generada en este ámbito, tanto en España como con carácter internacional, de manera sistemática con arreglo al índice del documento. En este proceso, se han detectado lagunas del conocimiento (y su afección a la seguridad estructural, en su caso) y se han identificado las diferencias con los procedimientos de hoy. También ha sido necesario adaptar la notación y terminología de la época a los criterios actuales, lo que ha supuesto una dificultad añadida. -Desarrollo del documento: A partir del estudio previo se han ido desarrollando los siguientes documentos, que conforman el contenido de la tesis: o Personajes e instituciones relevantes por sus aportaciones al conocimiento de las estructuras de hormigón (investigación, normativa, docencia). o Caracterización de las propiedades mecánicas de los materiales (hormigón y armaduras), en relación a sus resistencias, diagramas tensión-deformación, módulos de deformación, diagramas momento-curvatura, etc. Se incluye aquí la caracterización clásica de los hormigones, la geometría y naturaleza de las armaduras, etc. o Formatos de seguridad: Se trata de un complejo capítulo del que se pretende extraer la información suficiente que permita a los técnicos de hoy entender los criterios utilizados entonces y compararlos con los actuales. o Estudio de secciones y piezas sometidas a tensiones normales y tangenciales: Se trata de presentar la evolución en el tratamiento de la flexión simple y compuesta, del cortante, del rasante, torsión, etc. Se tratan también en esta parte del estudio aspectos que, no siendo de preocupación directa de los técnicos de antaño (fisuración y deformaciones), tienen hoy mayor importancia frente a cambios de usos y condiciones de durabilidad. o Detalles de armado: Incluye el tratamiento de la adherencia, el anclaje, el solapo de barras, el corte de barras, las disposiciones de armado en función de la geometría de las piezas y sus solicitaciones, etc. Es un capítulo de importancia obvia para los técnicos de hoy. Se incluye un anejo con las referencias más significativas a los estudios experimentales en que se basaron las propuestas que han marcado hito en la evolución del conocimiento. Finalmente, junto a las conclusiones más importantes, se enuncian las propuestas de estudios futuros. This thesis analyzes the criteria with which structures of reinforced concrete have been designed and constructed prior to 1973. Initially, the year 1970 was chosen as starting point, coinciding with the CEB recommendations, but with the development of the thesis it was decided that 1973 was the better option, coinciding with the Spanish regulations of 1973, whose content, format and description introduced the current criteria. The studied period includes the Classic Theory. The intended goals of this thesis are: 1) To cover a clear gap in the study of evolution of knowledge about reinforced concrete. The concept and accomplishments achieved by reinforced concrete itself has been treated in a very complete way by the main researchers in this area, but not the evolution of knowledge in this subject area. 2) To help the engineers understand structural configurations, geometries, dispositions of steel, safety formats etc, that will serve as preliminary judgments by experts on existing structures. To be a reference to the existing studies about the valuation of resistant capacity of existing constructions, constituting a basic study of a pre-regulation document. This thesis intends to be a help for the current generation of engineers who need to preserve and repair reinforced concrete structures that have existed for a significant number of years. Most of these structures in question were constructed more than 40 years ago, and it is necessary to know the criteria that influenced their design, the calculation and the construction. This thesis intends to determine the safety limits of the old structures and analyze them in the context of the current regulations and their methodology. Thus, it will then be possible to determine the safety of these structures, after being measured and calculated with the current criteria. This will allow the engineers to optimize the treatment of such a structure. This work considers the evolution of the knowledge, so constructive methods are not included. Related to the design criteria, there existed until middle of the 20th century a large number of diverse European tests and regulations, such as the Prussian norm of 1904, the Circular French Order of 1906, the Congress of Liège of 1930, as well as individual engineers’ own notes and criteria which incorporated the results of their own tests. From the second half of the 20th century, the contributions of Spanish engineers as Alfredo Páez Balaca, Eduardo Torroja and Pedro Jiménez Montoya, among others, were significant and this allowed the advancement of the criteria of the calculation of safety standards of concrete structures, many of which still exist to the present day. The design and calculation of reinforced concrete structures by the Classic Theory, was based on the ‘Critical Bending Moment’, when concrete and steel achieve their admissible tensions, that allows the best employment of materials and the best ductility. If the bending moment is major than the critical bending moment, will be necessary to introduce compression steel. After the study of the designs of many existing structures of that time by the author of this thesis, including the Historical Collections of Juan Manuel de Zafra, Eugenio Ribera and Carlos Fernandez Casado, the conclusion is that the geometric definition of the structures does not correspond exactly with the critical bending moment inherent in the structures. The parameters of these calculations changed throughout the years. The principal reason that can be outlined is that the materials were improving gradually and the number of calculated uncertainties were decreasing, thus allowing the reduction of the safety coefficients to use in the calculation. For example, concrete used a coefficient of 4 towards the end of the 19th century, which evolved to 3,57 after the publication of the Circular French Order of 1906, and then to 3 after the Spanish Instruction of 1939. In the case of the steel, a much more consistent material, the safety coefficient remained almost constant throughout the years, with a value of 2. Other reasons related to the evolution of the calculation parameters were that the tests and research undertaken by an ever-increasing number of engineers then allowed a more complete knowledge of the behavior of reinforced concrete. What is surprising is the extent of knowledge that existed about the behavior of the concrete from the outset. Engineers from the early years knew that the behavior of the concrete was non-linear, but they limited the work to a linear tension-deformation range. This was due to the difficulties of work in a non-linear range, because they did not have laboratories to test concrete, or facilities such as computers with appropriate software, something unthinkable today. These were the main reasons engineers of previous generations limited the tensions and deformations of a particular material to a known range. The modus operandi followed for the development of this thesis is the following one: -Document study: engineers’ documents, recommendations and regulations generated in this area, both from Spain or overseas, have been studied in a systematic way in accordance with the index of the document. In this process, a lack of knowledge has been detected concerning structural safety, and differences to current procedures have been identified and noted. Also, it has been necessary to adapt the notation and terminology of the Classic Theory to the current criteria, which has imposed an additional difficulty. -Development of the thesis: starting from the basic study, the next chapters of this thesis have been developed and expounded upon: o People and relevant institutions for their contribution to the knowledge about reinforced concrete structures (investigation, regulation, teaching). Determination of the mechanical properties of the materials (concrete and steel), in relation to their resistances, tension-deformation diagrams, modules of deformation, moment-curvature diagrams, etc. Included are the classic characterizations of concrete, the geometry and nature of the steel, etc. Safety formats: this is a very difficult chapter from which it is intended to provide enough information that will then allow the present day engineer to understand the criteria used in the Classic Theory and then to compare them with the current theories. Study of sections and pieces subjected to normal and tangential tensions: it intends to demonstrate the evolution in the treatment of the simple and complex flexion, shear, etc. Other aspects examined include aspects that were not very important in the Classic Theory but currently are, such as deformation and fissures. o Details of reinforcement: it includes the treatment of the adherence, the anchorage, the lapel of bars, the cut of bars, the dispositions of reinforcement depending on the geometry of the pieces and the solicitations, etc. It is a chapter of obvious importance for current engineers. The document will include an annex with the most references to the most significant experimental studies on which were based the proposals that have become a milestone in the evolution of knowledge in this area. Finally, there will be included conclusions and suggestions of future studies. A deep study of the documentation and researchers of that time has been done, juxtaposing their criteria and results with those considered relevant today, and giving a comparison between the resultant safety standards according to the Classic Theory criteria and currently used criteria. This thesis fundamentally intends to be a guide for engineers who have to treat or repair a structure constructed according to the Classic Theory criteria.

Influence of body weight of the pullets at hatch on egg production at the onset of the subsequent laying period

We studied the influence of pre-incubation weight of eggs (EW) laid by 24 wk-old brown laying breeders on egg production from 18 (start of egg production) to 22 wk of age (average egg production across EW treatments of 87.8%). The experiment consisted in 7 treatments based on the initial EW (47 to 53 g with 1 g difference between groups) Average BW of the extreme groups varied at hatching from 32.5 to 35.4 g, respectively. Feed intake, egg production, and egg weight were recorded weekly by replicate as well as for the entire experiment (18 to 22 wk of age). Hens were weighed by replicate at the beginning and at the end of the experiment. From these data, ADFI, egg production, egg weight, egg mass, feed conversion ratio per kilogram of eggs and per dozen of eggs, and BW gain were calculated by week and for the entire experiment. Also, the number of dirty, broken, and shell-less eggs was recorded daily by replicate in all eggs produced. Data were analyzed as a completely randomized design with 7 treatments differing in the initial pre-hatching EW. Effects of EW on the variables studied were partitioned into linear and quadratic components. EW did not affect the age at which pullets reached 50% egg production, cumulative egg production, or BW gain of the hens from 18 to 22 wk of age. Egg weight and the proportion of dirty, broken, and shell-less eggs were not affected by the BW of the pullets at hatching. In summary, small eggs (>47 g) laid by young, healthy laying breeders, can be used successfully to produce high quality pullets

Aceptabilidad de la vacuna contra el VPH en estudiantes universitarios españoles durante la etapa pre-vacunal: un estudio transversal

Introducción. El cáncer de cuello de útero (CCU), segunda causa de mortalidad por cáncer en mujeres, está asociado a la infección por virus de papiloma humano (VPH), cuya máxima prevalencia se sitúa entre los 20 y 24 años de edad. Desde 2006 se dispone de una vacuna contra el VPH. El objetivo de este estudio es evaluar los conocimientos sobre CCU, la infección por VPH y su vacuna, valorando su aceptabilidad en población universitaria. Métodos. Estudio transversal sobre 1.750 estudiantes de la Universidad de Alicante (2008) seleccionados al azar, proporcional por sexo y estudios, mediante un cuestionario ad-hoc validado. Se calcularon porcentajes, intervalos de confianza, tablas de contingencia según sexo, edad y tipo de estudios, calculando odds ratios ajustadas (OR). Resultados. Muestra con 58,6% mujeres y 6,6% de estudiantes biosanitarios. Un 87,3% dispuestos a vacunarse frente al VPH, el 94,3% vacunaría a sus hijas, un 48,0% había oído hablar de la vacuna. El 90,6% tiene bajos conocimiento sobre la infección por VPH y un 82,2% sobre la vacuna. Un 22,4% manifiesta conocer la asociación entre VPH y CCU. Las mujeres registran OR mayores en conocimientos y predisposición a vacunarse. La aceptabilidad de la vacuna contra VPH se asocia con el sexo y la confianza en las vacunas como método preventivo, la influencia de los conocimientos previos es escasa sobre la predisposición vacunal. Conclusiones. Alta aceptabilidad de la vacuna en el periodo estudiado. Aumentar la confianza hacia las vacunas puede influir en una mejor predisposición a vacunarse.

A VLT/FLAMES survey for massive binaries in Westerlund 1. IV. Wd1-5 – binary product and a pre-supernova companion for the magnetar CXOU J1647-45?

Context. The first soft gamma-ray repeater was discovered over three decades ago, and was subsequently identified as a magnetar, a class of highly magnetised neutron star. It has been hypothesised that these stars power some of the brightest supernovae known, and that they may form the central engines of some long duration gamma-ray bursts. However there is currently no consenus on the formation channel(s) of these objects. Aims. The presence of a magnetar in the starburst cluster Westerlund 1 implies a progenitor with a mass ≥40 M⊙, which favours its formation in a binary that was disrupted at supernova. To test this hypothesis we conducted a search for the putative pre-SN companion. Methods. This was accomplished via a radial velocity survey to identify high-velocity runaways, with subsequent non-LTE model atmosphere analysis of the resultant candidate, Wd1-5. Results. Wd1-5 closely resembles the primaries in the short-period binaries, Wd1-13 and 44, suggesting a similar evolutionary history, although it currently appears single. It is overluminous for its spectroscopic mass and we find evidence of He- and N-enrichement, O-depletion, and critically C-enrichment, a combination of properties that is difficult to explain under single star evolutionary paradigms. We infer a pre-SN history for Wd1-5 which supposes an initial close binary comprising two stars of comparable (~ 41 M⊙ + 35 M⊙) masses. Efficient mass transfer from the initially more massive component leads to the mass-gainer evolving more rapidly, initiating luminous blue variable/common envelope evolution. Reverse, wind-driven mass transfer during its subsequent WC Wolf-Rayet phase leads to the carbon pollution of Wd1-5, before a type Ibc supernova disrupts the binary system. Under the assumption of a physical association between Wd1-5 and J1647-45, the secondary is identified as the magnetar progenitor; its common envelope evolutionary phase prevents spin-down of its core prior to SN and the seed magnetic field for the magnetar forms either in this phase or during the earlier episode of mass transfer in which it was spun-up. Conclusions. Our results suggest that binarity is a key ingredient in the formation of at least a subset of magnetars by preventing spin-down via core-coupling and potentially generating a seed magnetic field. The apparent formation of a magnetar in a Type Ibc supernova is consistent with recent suggestions that superluminous Type Ibc supernovae are powered by the rapid spin-down of these objects.

Anglicisms and calques in upper social class in pre-revolutionary Cuba (1930–1959): A sociolinguistic analysis

The geographical proximity and socioeconomic dependence on the United States brought about a deep rooted anglicization of the Cuban Spanish lexis and social strata, especially throughout the Neocolonial period (1902–1959). This study is based on the revision of a renowned newspaper of that time, Diario de la Marina, and the corresponding elaboration of a corpus of English-induced loanwords. Diario de la Marina particularly targeted upper social class, and only crónicas sociales (society pages’ columns) and print advertising were revised because of their fully descriptive texts, which encoded the ruling class ideology and consumerism. The findings show that there existed a high number of lexical and cultural anglicisms in the sociolect in question, and that the sociolinguistic anglicization was openly embraced by the upper socioeconomic stratum, entailing a differentiating sign of sophistication and social stratification. Likewise, a number of the anglicisms collected, particularly those related with social events, are unused in contemporary Cuban Spanish, which suggests a major semantic shifting in this sociolect after 1959.

The Discursive double game of EMU reform: the clash of titans between French White Knight and German Iron Lady. Paper presented at the 9th Biennial Conference European Community Studies Association–Canada (ECSA-C), Ottawa, Ontario, April 27-28, 2012

From the Introduction. In the aftermath of the EU’s enlargement towards Central and Eastern Europe, many scholars and observers of European integration were proclaiming that the French-German “engine” of Europe had come to an end. The political legitimacy of French-German initiatives was contested by coalitions of smaller member states and the ‘new Europe’ was calling for new leadership dynamics. However, the experience of the Eurozone debt crisis provided dramatic evidence that no alternative to the Franco-German partnership has yet to emerge in the enlarged EU. In a time of existential crisis, Franco-German initiatives appear to have remained the basic dynamic of integration. However, unlike in the past, agreements on steps forward have proven to be particularly difficult. This is largely due to these countries’ contrasting political economic policy ideas, cultures, and practices....the paper analyses the ideational ‘frames’ of the two leaders while tracing their discursive interactions against changing background conditions since the European debt crisis was triggered by Greece in October 2009 until the last measures taken in 2012 before the French Presidential elections. The empirical analysis is based on a systematic corpus of press conferences and media interviews by Nicolas Sarkozy and Angela Merkel after European summits. It is complemented by a number of press interviews including some given by their respective Finance Ministers) and important speeches in that same period of time.