Doubling the width of the platform of the San Pedro bridge in Spain

The San Pedro Bridge has six spans and is 750 m (2460 ft) long, 88 m (290 ft) high, 12 m (39 ft) wide, and curved with a radius of 700 m (2300 ft). It was built in 1993 using the cantilever method. Its super - structure is a prestressed concrete box girder with main spans of 150 m (490 ft). In 2008 and 2009, the width of the platform was enlarged to 23 m (75 ft) using five movable sets of scaffolding. The bridge remained open to traffic during construction. The original platform was widened 6 m (20 ft) on each side by connecting a new lightweight concrete cantilever to the original upper slab. These cantilevers were supported by steelstruts. The tie into the upper slab was made with new transverse post-tensioned tendons. The original superstructure was strengthened to resist the additional dead load of the expansion and live loads of the extra traffic. An additional new central web and a composite concrete-steel section were constructed and connected to the concrete box and central web using vertical high-strength post-tensioning bars. Also, external post-tensioning cables were implemented. It was also necessary to strengthen the connection of the original concrete box section to the piers. Detailed calculations were performed to evaluate the load distribution transmitted to the piers by the webs and by the original inclined concrete walls of the box girder. Finally, a detailed second-order-analysis of the complete structure was made to guarantee the resistance of the piers compared with actual loads

Perfil de playas sustentadas : estudio hidrodinámico y experimental : directrices de diseño

Las playas sustentadas por medio de un pie sumergido son una atractiva alternativa de diseño de regeneración de playas especialmente cuando las condiciones física del emplazamiento o las características de la arena nativa y de préstamo producen perfiles de alimentación que no se intersectan. La observación y propuesta de este tipo de solución data de los años 1960’s, así como la experiencia internacional en la construcción de este tipo de playas. Sin embargo, a pesar de su utilización y los estudios en campo y laboratorio, no se dispone de criterios ingenieriles que apoyen el diseño de las mismas. Esta tesis consiste en un análisis experimental del perfil de playas sustentadas en un pie sumergido (o colgadas) que se concreta en una propuesta de directrices de diseño general que permiten estimar la ubicación y características geométricas del pie sumergido frente a un oleaje y material que constituye la playa determinados. En la tesis se describe el experimento bidimensional realizado en el modelo físico de fondo móvil, donde se combinan cinco tipos de oleaje con tres configuraciones del pie sumergido (“Sin estructura”, configuración baja o “Estructura 1” y configuración alta o “Estructura 2”), se presentan los resultados obtenidos y se realiza una discusión detallada de las implicaciones de los resultados desde el punto de vista hidrodinámico utilizando monomios adimensionales. Se ha realizado un análisis detallado del estado del arte sobre playas colgadas, presentando el concepto y las experiencias de realizaciones en distintos países. Se ha realizado una cuidadosa revisión de la literatura publicada sobre estudios experimentales de playas colgadas, modelos teóricos y otras cuestiones auxiliares, necesarias para la formulación de la metodología de la tesis. El estudio realizado se ha estructurado en dos fases. En la primera fase se ha realizado una experimentación en un modelo físico de fondo móvil construido en las instalaciones del Centro de Estudios de Puertos y Costas (CEPYC) del Centro de Estudios y Experimentación de Obras Públicas (CEDEX), consistente en un canal de 36 m de longitud, 3 m de anchura y 1.5 m de altura, provisto de un generador de oleaje de tipo pistón. Se ha diseñado una campaña de 15 ensayos, que se obtienen sometiendo a cinco tipos de oleaje tres configuraciones distintas de playa colgada. En los ensayos se ha medido el perfil de playa en distintos instantes hasta llegar al equilibrio, determinando a partir de esos datos el retroceso de la línea de costa y el volumen de sedimentos perdido. El tiempo total efectivo de ensayo asciende a casi 650 horas, y el número de perfiles de evolución de playa obtenidos totaliza 229. En la segunda fase se ha abordado el análisis de los resultados obtenidos con la finalidad de comprender el fenómeno, identificar las variables de las que depende y proponer unas directrices ingenieriles de diseño. Se ha estudiado el efecto de la altura de ola, del periodo del oleaje, del francobordo adimensional y del parámetro de Dean, constatándose la dificultad de comprensión del funcionamiento de estas obras ya que pueden ser beneficiosas, perjudiciales o inocuas según los casos. También se ha estudiado la respuesta del perfil de playa en función de otros monomios adimensionales, tales como el número de Reynolds o el de Froude. En el análisis se ha elegido el monomio “plunger” como el más significativo, encontrando relaciones de éste con el peralte de oleaje, la anchura de coronación adimensional, la altura del pie de playa adimensional y el parámetro de Dean. Finalmente, se propone un método de diseño de cuatro pasos que permite realizar un primer encaje del diseño funcional de la playa sustentada frente a un oleaje de características determinadas. Las contribuciones más significativas desde el punto de vista científico son: - La obtención del juego de resultados experimentales. - La caracterización del comportamiento de las playas sustentadas. - Las relaciones propuestas entre el monomio plunger y las distintas variables explicativas seleccionadas, que permiten predecir el comportamiento de la obra. - El método de diseño propuesto, en cuatro pasos, para este tipo de esquemas de defensa de costas. Perched beaches are an attractive beach nourishment design alternative especially when either the site conditions or the characteristics of both the native and the borrow sand lead to a non-intersecting profile The observation and suggestion of the use of this type of coastal defence scheme dates back to the 1960’s, as well as the international experience in the construction of this type of beaches. However, in spite of its use and the field and laboratory studies performed to-date, no design engineering guidance is available to support its design. This dissertation is based on the experimental work performed on a movable bed physical model and the use of dimensionless parameters in analyzing the results to provide general functional design guidance that allow the designer, at a particular stretch of coast - to estimate the location and geometric characteristics of the submerged sill as well as to estimate the suitable sand size to be used in the nourishment. This dissertation consists on an experimental analysis of perched beaches by means of a submerged sill, leading to the proposal of general design guidance that allows to estimate the location and geometric characteristics of the submerged sill when facing a wave condition and for a given beach material. The experimental work performed on a bi-dimensional movable bed physical model, where five types of wave conditions are combined with three configurations of the submerged sill (“No structure”, low structure or “Structure 1”, and high structure or “Structure 2”) is described, results are presented, and a detailed discussion of the results - from the hydrodynamic point of view – of the implications of the results by using dimensionless parameters is carried out. A detailed state of the art analysis about perched beaches has been performed, presenting the “perched beach concept” and the case studies of different countries. Besides, a careful revision of the literature about experimental studies on perched beaches, theoretical models, and other topics deemed necessary to formulate the methodology of this work has been completed. The study has been divided into two phases. Within the first phase, experiments on a movable-bed physical model have been developed. The physical model has been built in the Centro de Estudios de Puertos y Costas (CEPYC) facilities, Centro de Estudios y Experimentación de Obras Públicas (CEDEX). The wave flume is 36 m long, 3 m wide and 1.5 m high, and has a piston-type regular wave generator available. The test plan consisted of 15 tests resulting from five wave conditions attacking three different configurations of the perched beach. During the development of the tests, the beach profile has been surveyed at different intervals until equilibrium has been reached according to these measurements. Retreat of the shoreline and relative loss of sediment in volume have been obtained from the measurements. The total effective test time reaches nearly 650 hours, whereas the total number of beach evolution profiles measured amounts to 229. On the second phase, attention is focused on the analysis of results with the aim of understanding the phenomenon, identifying the governing variables and proposing engineering design guidelines. The effect of the wave height, the wave period, the dimensionless freeboard and of the Dean parameter have been analyzed. It has been pointed out the difficulty in understanding the way perched beaches work since they turned out to be beneficial, neutral or harmful according to wave conditions and structure configuration. Besides, the beach profile response as a function of other dimensionless parameters, such as Reynolds number or Froude number, has been studied. In this analysis, the “plunger” parameter has been selected as the most representative, and relationships between the plunger parameter and the wave steepness, the dimensionless crest width, the dimensionless crest height, and the Dean parameter have been identified. Finally, an engineering 4-step design method has been proposed, that allows for the preliminary functional design of the perched beach for a given wave condition. The most relevant contributions from the scientific point of view have been: - The acquisition of a consistent set of experimental results. - The characterization of the behavior of perched beaches. - The proposed relationships between the plunger parameter and the different explanatory variables selected, that allow for the prediction of the beach behavior. - The proposed design method, four-step method, for this type of coastal defense schemes.

Design of a new neutron delivery system for high flux source

La construcción en la actualidad de nuevas fuentes para el uso de haces de neutrones así como los programas de renovación en curso en algunas de las instalaciones experimentales existentes han evidenciado la necesidad urgente de desarrollar la tecnología empleada para la construcción de guías de neutrones con objeto de hacerlas mas eficientes y duraderas. Esto viene motivado por el hecho de que varias instalaciones de experimentación con haces de neutrones han reportado un número de incidentes mecánicos con tales guías, lo que hace urgente el progresar en nuestro conocimiento de los susbtratos vítreos sobre los cuales se depositan los espejos que permiten la reflexión total de los neutrones y como aquellos se degradan con la radiación. La presente tesis se inscribe en un acuerdo de colaboración establecido entre el Institut Max von Laue - Paul Langevin (ILL) de Grenoble y el Consorcio ESS-Bilbao con objeto de mejorar el rendimiento y sostenibilidad de los sistemas futuros de guiado de neutrones. El caso de la Fuente Europea de Espalación en construcción en Lund sirve como ejemplo ya que se contempla la instalación de guías de neutrones de más de 100 metros en algunos de los instrumentos. Por otro lado, instalaciones como el ILL prevén también dentro del programa Endurance de rejuvenecimiento la reconstrucción de varias líneas de transporte de haz. Para el presente estudio se seleccionaron cuatro tipos de vidrios borosilicatados que fueron el Borofloat, N-ZK7, N-BK7 y SBSL7. Los tres primeros son bien conocidos por los especialistas en instrumentación neutrónica ya que se han empleado en la construcción de varias instalaciones mientras que el último es un candidato potencial en la fabricación de substratos para espejos neutrónicos en un futuro. Los cuatro vidrios tiene un contenido en óxido de Boro muy similar, approximadamente un 10 mol.%. Tal hecho que obedece a las regulaciones para la fabricación de estos dispositivos hace que tales substratos operen como protección radiológica absorbiendo los neutrones transmitidos a través del espejo de neutrones. Como contrapartida a tal beneficio, la reacción de captura 10B(n,_)7Li puede degradar el substrato vítreo debido a los 2.5 MeV de energía cinética depositados por la partícula _ y los núcleos en retroceso y de hecho la fragilidad de tales vidrios bajo radiación ha sido atribuida desde hace ya tiempo a los efectos de esta reacción. La metodología empleada en esta tesis se ha centrado en el estudio de la estructura de estos vidrios borosilicatados y como esta se comporta bajo condiciones de radiación. Los materiales en cuestión presentan estructuras que dependen de su composición química y en particular del ratio entre formadores y modificadores de la red iono-covalente. Para ello se han empleado un conjunto de técnicas de caracterización tanto macro- como microscópicas tales como estudios de dureza, TEM, Raman, SANS etc. que se han empleado también para determinar el comportamiento de estos materiales bajo radiación. En particular, algunas propiedades macroscópicas relacionadas con la resistencia de estos vidrios como elementos estructurales de las guías de neutrones han sido estudiadas así como también los cambios en la estructura vítrea consecuencia de la radiación. Para este propósito se ha diseñado y fabricado por el ILL un aparato para irradiación de muestras con neutrones térmicos en el reactor del ILL que permite controlar la temperatura alcanzada por la muestra a menos de 100 °C. Tal equipo en comparación con otros ya existences permite en cuestión de dias acumular las dosis recibidas por una guía en operación a lo largo de varios años. El uso conjunto de varias técnicas de caracterización ha llevado a revelar que los vidrios aqui estudiados son significativamente diferentes en cuanto a su estructura y que tales diferencias afectan a sus propiedades macroscópicas asi como a su comportamiento bajo radiación. Tal resultado ha sido sorprendente ya que, como se ha mencionado antes, algunos de estos vidrios eran bien conocidos por los fabricantes de guías de neutrones y hasta el momento eran considerados prácticamente similares debido a su contenido comparable en óxido de Boro. Sin embargo, los materiales N-BK7 and S-BSL7 muetran gran homogeneidad a todas las escalas de longitud, y más específicamente, a escalas nanométricas las subredes de Sílice y óxido de Boro se mezclan dando logar a estructuras locales que recuerdan a la del cristal de Reedmergnerita. Por el contrario, N-ZK7 y Borofloat muestran dominios separados ricos en Sílice o Boro. Como era de esperar, las importantes diferencias arriba mencionadas se traducen en comportamientos dispares de estos materiales bajo un haz de neutrones térmicos. Los resultados muestran que el N-BK7 y el S-BSL7 son los más estables bajo radiación, lo que macroscópicamente hace que estos materiales muestren un comportamiento similar expandiéndose lentamente en función de la dosis recibida. Por el contario, los otros dos materiales muestran un comportamiento mucho más reactivo, que hace que inicialmente se compacten con la dosis recibida lo que hace que las redes de Silicio y Boro se mezclen resultando en un incremento en densidad hasta alcanzar un valor límite, seguido por un proceso de expansión lenta que resulta comparable al observado para N-BK7 y SBSL7. Estos resultados nos han permitido explicar el origen de las notorias diferencias observadas en cuanto a las dosis límite a partir de las cuales estos materiales desarrollan procesos de fragmentación en superficie. ABSTRACT The building of new experimental neutron beam facilities as well as the renewal programmes under development at some of the already existing installations have pinpointed the urgent need to develop the neutron guide technology in order to make such neutron transport devices more efficient and durable. In fact, a number of mechanical failures of neutron guides have been reported by several research centres. It is therefore important to understand the behaviour of the glass substrates on top of which the neutron optics mirrors are deposited and how these materials degrade under radiation conditions. The case of the European Spallation Source (ESS) at present under construction at Lund is a good example. It previews the deployment of neutron guides having more than 100 metres of length for most of the instruments. Also, the future renovation programme of the ILL, called Endurance, foresees the refurbishment of several beam lines. This Ph.D. thesis was the result of a collaboration agreement between the ILL and ESS-Bilbao aiming to improve the performance and sustainability of future neutron delivery systems. Four different industrially produced alkali-borosilicate glasses were selected for this study: Borofloat, N-ZK7, N-BK7 and SBSL7. The first three are well known within the neutron instrumentation community as they have already been used in several installations whereas the last one is at present considered as a candidate for making future mirror substrates. All four glasses have a comparable content of boron oxide of about 10 mol.%. The presence of such a strong neutron absorption element is in fact a mandatory component for the manufacturing of neutron guides because it provides a radiological shielding for the environment. This benefit is however somewhat counterbalanced since the resulting 10B(n,_)7Li reactions degrade the glass due to the deposited energy of 2.5 MeV by the _ particle and the recoil nuclei. In fact, the brittleness of some of these materials has been ascribed to this reaction. The methodology employed by this study consisted in understanding the general structure of borosilicates and how they behave under irradiation. Such materials have a microscopic structure strongly dependent upon their chemical content and particularly on the ratios between network formers and modifiers. The materials have been characterized by a suite of macroscopic and structural techniques such as hardness, TEM, Raman, SANS, etc. and their behaviour under irradiation was analysed. Some macroscopic properties related to their resistance when used as guide structural elements were monitored. Also, changes in the vitreous structure due to radiation were observed by means of several experimental tools. For such a purpose, an irradiation apparatus has been designed and manufactured to enable irradiation with thermal neutrons within the ILL reactor while keeping the samples below 100 °C. The main advantage of this equipment if compared to others previously available was that it allowed to reach in just some days an equivalent neutron dose to that accumulated by guides after several years of use. The concurrent use of complementary characterization techniques lead to the discovery that the studied glasses were deeply different in terms of their glass network. This had a strong impact on their macroscopic properties and their behaviour under irradiation. This result was a surprise since, as stated above, some of these materials were well known by the neutron guide manufacturers, and were considered to be almost equivalent because of their similar boron oxide content. The N-BK7 and S-BSL7 materials appear to be fairly homogeneous glasses at different length scales. More specifically, at nanometre scales, silicon and boron oxide units seem to mix and generate larger structures somewhat resembling crystalline Reedmergnerite. In contrast, N-ZK7 and Borofloat are characterized by either silicon or boron rich domains. As one could expect, these drastic differences lead to their behaviour under thermal neutron flux. The results show that N-BK7 and S-BSL7 are structurally the most stable under radiation. Macroscopically, such stability results in the fact that these two materials show very slow swelling as a function or radiation dose. In contrast, the two other glasses are much more reactive. The whole glass structure compacts upon radiation. Specifically, the silica network, and the boron units tend to blend leading to an increase in density up to some saturation, followed by a very slow expansion which comes to be of the same order than that shown by N-BK7 and S-BSL7. Such findings allowed us to explain the drastic differences in the radiation limits for macroscopic surface splintering for these materials when they are used in neutron guides.

La silla de la discordia : la pequeña escala como campo de experimentación en la modernidad : Breuer, Mies y Stam

El siglo XIX fue un siglo dedicado a los grandes edificios públicos. Los teatros, las academias, los museos. Sin embargo la arquitectura durante el siglo XX se dedicará al estudio de la casa. Todos los usos y tipologías se verán fuertemente revisados pero el núcleo de todos los esfuerzos y verdadero inicio de la arquitectura moderna será la vivienda. A partir de ella todos los preceptos modernos se irán aplicando a los distintos programas. Nikolaus Pevsner señala a William Morris como el primer arquitecto moderno porque precisamente entendió que un arte verdaderamente social, en consonancia con su tiempo y la sociedad a la que sirve, ha de ocuparse de aquello que preocupe a la gente. Con la nueva situación de la vivienda en el centro de las motivaciones disciplinares el mueble adopta un nuevo protagonismo. En un momento avanzado de su carrera Marcel Breuer observa entre curioso e irónico cómo el mueble moderno había sido promocionado paradójicamente no por los diseñadores de muebles sino por los arquitectos1. La respuesta la da Le Corbusier en una de sus conferencias de 1931 recogida en Precisiones 2 cuando señala la reformulación del mobiliario como el "nudo gordiano" de cuya resolución pendía la renovación de la planta moderna. El Movimiento Moderno se había visto obligado a atacar este tema para poder avanzar en sus propuestas domésticas. El Movimiento Moderno se propuso solucionar los problemas de la vivienda y de una Europa en reconstrucción pero se exigía además ser capaz de aportar una visión propositiva de la vida moderna. No se trataba únicamente de resolver los problemas ya existentes sino que además había la necesidad autoimpuesta de anticipar la domesticidad del futuro. Para ello sus viviendas al completo, mueble e inmueble, debían de presentarse bajo esa nueva imagen. El manifiesto fundacional de la Deustcher Werkbund extendía el radio de acción del nuevo arquitecto desde la construcción de las ciudades a los cojines del sofá. Este mobiliario tenía la compleja misión de condensar sintéticamente todos esos ideales que la modernidad había traído consigo: abstracción, higiene, fascinación maquínica, confianza positivista en la ciencia o la expresión material optimizada. Objetos de la vida moderna, en palabras de Le Corbusier, susceptibles de suscitar un estado de vida moderno. Pocas sillas en la historia del diseño habrán acarreado tanta polémica y tanta disputa por su autoría como la sillas voladas de tubo de acero en sus diferentes versiones. Para entenderlo situémonos en el año 1927 a las puertas de la exposición "Die Wohnung" ("La vivienda") organizada por los maestros de la Bauhaus y dirigida por Mies van der Rohe en la ladera Weissenhof de Stuttgart. Muchos nombres célebres de la arquitectura mostraron en esa ocasión su personal propuesta para la vivienda moderna y los objetos que la habitan. Entre ellos los muebles con tubo de acero fueron una presencia constante en la exposición pero hubo una pieza que destacó sobre todas las demás por su novedad y audacia. La pieza en cuestión era el modelo de silla volada, esto es, sin apoyos posteriores y cuya rigidez estaba conferida al esfuerzo solidario de la estructura continua de tubo de acero y que terminaría por convertirse en el cruce de caminos de tres figuras de la disciplina arquitectónica: Marcel Breuer, Mies van der Rohe y Mart Stam. Cada uno de ellos desarrolló su propio modelo de silla volada en sus versiones MR por parte de Mies, L&C Arnold de Stam y el posterior modelo BR 33 de Marcel Breuer. Los tres, en algún momento de su vida reclamaron de uno u otro modo su autoría como objetos que les pertenecían intelectualmente. Estas sillas se convirtieron en la expresión máxima de uno de los ansiados anhelos de la modernidad, la propia materialidad del acero, en su versión optimizada, era la que había derivado en una forma completamente nueva de un objeto cotidiano y cuyo tipo estaba ya totalmente asumido. Los nuevos materiales y las nuevas formas de hacer habían irrumpido hasta en los utensilios domésticos, y habían sido capaces de reformularlos. El punto de partida para esta investigación es precisamente esa coincidencia de tres figuras de la arquitectura moderna, los tres de formación artesanal, en un mismo modelo de silla y en una misma fecha. Tres arquitectos que se habían encargado de asegurar que el movimiento moderno no reconocía problemas formales sino solamente de construcción, iban a coincidir en el mismo tiempo y lugar, precisamente en una misma forma, como si tal coincidencia hubiera sido producto de una voluntad de época. Sin embargo el interés de este estudio no radica en una indagación sobre la autoría sino sobre cómo un mismo objeto resulta ser propositivo e interesante en campos muy diversos y la forma en que cada uno lo hace suyo incorporándolo a su propia investigación proyectual. La silla, más allá de ser un objeto de diseño exclusivamente, trasciende su propia escala para situarse inmersa en un proceso de búsqueda y exploración a nivel conceptual, formal, constructivo y estructural en la arquitectura cada uno de ellos. En un momento en que el oficio del arquitecto está siendo intensamente redefinido considero especialmente pertinente esta investigación, que en definitiva versa sobre la forma distintiva en que el pensamiento arquitectónico es capaz de proyectarse sobre cualquier disciplina para reformularla. ABSTRACT The nineteenth century was a century dedicated to the great public buildings; theaters, schools or museums. However the architecture in the twentieth century was devoted to the study of housing. All uses and typologies were heavily revised but the focus of all efforts and true beginning of modern architecture was housing. From these beginnings all modern precepts were applied to the various programs. Nikolaus Pevsner points to William Morris as the first modern architect precisely because he understood that a truly social art in line with its time and the society it serves must deal with social concerns at that time. With the new housing situation at the center of disciplinary concerns furniture took on a new prominence. At an advanced stage of his career Marcel Breuer observed partly with curiosity, partly with irony how modern furniture had been promoted not by furniture designers but by architects. The answer is given by Le Corbusier in one of his lectures of 1931 collected in Precisions when he pointed the reformulation of furniture as the "Gordian knot" for the renewal of modern plan resolution. Modernism had been forced to confront this issue in order to advance their domestic approaches. Modernism not only put forward a solution to the problems of housing and a Europe under reconstruction but is also needed to be able to contribute to an exciting vision of modern life. Not only did solve existing problems but also it had the self-imposed necessity of anticipating future domesticity and to do their houses full, movable and immovable, they should be submitted under this new image. The founding manifesto of the Deutsche Werkbund extended the scope of the new architect from building cities to the couch cushions. This furniture had the complex mission of synthetically condensing all the ideals of modernity had brought with it: abstraction, hygiene, mechanization, positivist confidence in science or material expression. Objects of modern life, in words of Le Corbusier, were likely to give rise a state of modern life. Few chairs in design history have resulted in so much controversy and so much dispute over their invention as the various versions of cantilevered tubular steel chairs. To understand this let us place ourselves in 1927 at the gates of the exhibition "Die Wohnung" ("Housing") organized by the teachers of the Bauhaus and directed by Mies van der Rohe in Stuttgart Weissenhoflung. Many famous names in architecture at that time showed their personal proposals for modern housing and the objects that inhabit them. Amongst these objects, the steel tube furniture was a constant presence at the exhibition but there was a piece so audacious that it stood out from all the others. This piece in question was the cantilever model chair, that is, which had no further rear support and whose rigidity was attributed to the solidity of its continues structure of steel tube. This piece would eventually become the crossroads of three very different personalities: Mart Stam, Marcel Breuer and Mies van der Rohe. Each of them developed their own model of cantilevered chair in different versions; The MR model developed by Mies van der Rohe, the L&C by Arnold Stam and a later model BR 33 by Marcel Breuer, and the three, at some point in their lives demanded the authorship of its invention as objects that belonged to them intellectually. These chairs epitomized one of the coveted objects of modernity, steel material in its optimized version, was what had led to a completely new form of an everyday object whose this type was fully adopted on board in design. New materials and production methods had burst into world of household objects, and had been able to reformulate their design. The bold design then became a dark object of controversy. The starting point for this doctoral thesis is the concurrent invention of the same model of chair by three different figures of modern architecture. These three architects, who were responsible for ensuring that the modern movement considered construction rather than form as the main design consideration, were working in the same place and at the same point in time. It was almost as if these three architects were shaped by the culture of the time (Zeitgeist). However the focus of this study lies not in an investigation of responsibility of ownership but in the investigation fo how the same object can turn out to be purposeful and interesting in many different fields and the way in which each researcher makes it his own by developing his own project research. 1927, the year of their meeting, was a initiatory year in the career of our players. The chair, beyond being only a design object transcended its own scale and became immersed in a process of research and development on a conceptual, formal, structural and constructive level in the architectural approach of each of the architects. At a time when the role of the architect is being redefined intensely I consider this research, which ultimately concerns the distinctive way the architectural thought can be projected onto and reformulate any discipline, to be particularly relevant.

Automated parallel DNA sequencing on multiple channel microchips

We report automated DNA sequencing in 16-channel microchips. A microchip prefilled with sieving matrix is aligned on a heating plate affixed to a movable platform. Samples are loaded into sample reservoirs by using an eight-tip pipetting device, and the chip is docked with an array of electrodes in the focal plane of a four-color scanning detection system. Under computer control, high voltage is applied to the appropriate reservoirs in a programmed sequence that injects and separates the DNA samples. An integrated four-color confocal fluorescent detector automatically scans all 16 channels. The system routinely yields more than 450 bases in 15 min in all 16 channels. In the best case using an automated base-calling program, 543 bases have been called at an accuracy of >99%. Separations, including automated chip loading and sample injection, normally are completed in less than 18 min. The advantages of DNA sequencing on capillary electrophoresis chips include uniform signal intensity and tolerance of high DNA template concentration. To understand the fundamentals of these unique features we developed a theoretical treatment of cross-channel chip injection that we call the differential concentration effect. We present experimental evidence consistent with the predictions of the theory.

Polysomal ribonuclease 1 exists in a latent form on polysomes prior to estrogen activation of mRNA decay

Estrogen induces a global change in the translation profile of Xenopus hepatocytes, replacing serum protein synthesis with production of the yolk protein precursor vitellogenin. This is accomplished by the coordinate destabilization of serum protein mRNAs and the transcriptional induction and subsequent stabilization of vitellogenin mRNA. Previous work identified an endonuclease activity whose appearance on polysomes correlated with the disappearance of serum protein mRNAs. This enzyme, polysomal ribonuclease 1 (PMR1), is a novel member of the peroxidase gene family. The current study examined the association of PMR1 with its mRNA targets on polysomes and mRNPs. The highest amount of polysome-bound PMR1 was observed prior to estrogen induction of mRNA decay. Its distribution on sucrose density gradients matched the absorbance profile of polysome-bound mRNA, suggesting that PMR1 forms a latent complex with mRNA. Following dissociation with EDTA the 62 kDa PMR1 sedimented with a larger complex of >670 kDa. Estrogen induces a 22-fold increase in unit enzymatic activity of polysome-bound PMR1, and a time-dependent loss of PMR1 from polysomes in a manner that mirrors the disappearance of albumin mRNA. These data suggest that the key step in the extensive estrogen-induced change in mRNA decay in Xenopus liver is activation of a latent mRNA endonuclease associated with its target mRNA.

A genomic approach to gene fusion technology

Gene expression profiling provides powerful analyses of transcriptional responses to cellular perturbation. In contrast to DNA array-based methods, reporter gene technology has been underused for this application. Here we describe a genomewide, genome-registered collection of Escherichia coli bioluminescent reporter gene fusions. DNA sequences from plasmid-borne, random fusions of E. coli chromosomal DNA to a Photorhabdus luminescens luxCDABE reporter allowed precise mapping of each fusion. The utility of this collection covering about 30% of the transcriptional units was tested by analyzing individual fusions representative of heat shock, SOS, OxyR, SoxRS, and cya/crp stress-responsive regulons. Each fusion strain responded as anticipated to environmental conditions known to activate the corresponding regulatory circuit. Thus, the collection mirrors E. coli's transcriptional wiring diagram. This genomewide collection of gene fusions provides an independent test of results from other gene expression analyses. Accordingly, a DNA microarray-based analysis of mitomycin C-treated E. coli indicated elevated expression of expected and unanticipated genes. Selected luxCDABE fusions corresponding to these up-regulated genes were used to confirm or contradict the DNA microarray results. The power of partnering gene fusion and DNA microarray technology to discover promoters and define operons was demonstrated when data from both suggested that a cluster of 20 genes encoding production of type I extracellular polysaccharide in E. coli form a single operon.

Substratal idiothetic navigation of rats is impaired by removal or devaluation of extramaze and intramaze cues

The spatial orientation of vertebrates is implemented by two complementary mechanisms: allothesis, processing the information about spatial relationships between the animal and perceptible landmarks, and idiothesis, processing the substratal and inertial information produced by the animal's active or passive movement through the environment. Both systems allow the animal to compute its position with respect to perceptible landmarks and to the already traversed portion of the path. In the present study, we examined the properties of substratal idiothesis deprived of relevant exteroceptive information. Rats searching for food pellets in an arena formed by a movable inner disk and a peripheral immobile belt were trained in darkness to avoid a 60° sector; rats that entered this sector received a mild foot shock. The punished sector was defined in the substratal idiothetic frame, and the rats had to determine the location of the shock sector with the use of substratal idiothesis only, because all putative intramaze cues were made irrelevant by angular displacements of the disk relative to the belt. Striking impairment of place avoidance by this “shuffling procedure” indicates that effective substratal idiothesis must be updated by exteroceptive intramaze cues.

Numerical representations in primates.

Research has demonstrated that human infants and nonhuman primates have a rudimentary numerical system that enables them to count objects or events. More recently, however, studies using a preferential looking paradigm have suggested that preverbal human infants are capable of simple arithmetical operations, such as adding and subtracting a small number of visually presented objects. These findings implicate a relatively sophisticated representational system in the absence of language. To explore the evolutionary origins of this capacity, we present data from an experiment with wild rhesus monkeys (Macaca mulatta) that methodologically mirrors those conducted on human infants. Results suggest that rhesus monkeys detect additive and subtractive changes in the number of objects present in their visual field. Given the methodological and empirical similarities, it appears that nonhuman primates such as rhesus monkeys may also have access to arithmetical representations, although alternative explanations must be considered for both primate species.

Thyroid-stimulating hormone (TSH)-directed induction of the CREM gene in the thyroid gland participates in the long-term desensitization of the TSH receptor.

Thyroid gland function is regulated by the hypothalamic-pituitary axis via the secretion of TSH, according to environmental, developmental, and circadian stimuli. TSH modulates both the secretion of thyroid hormone and gland trophism through interaction with a specific guanine nucleotide-binding protein-coupled receptor (TSH receptor; TSH-R), which elicits the activation of the cAMP-dependent signaling pathway. After TSH stimulation, the levels of TSH-R RNA are known to decrease dramatically within a few hours. This phenomenon ultimately leads to homologous long-term desensitization of the TSH-R. Here we show that TSH drives the induction of the inducible cAMP early repressor (ICER) isoform of the cAMP response element (CRE) modulator gene both in rat thyroid gland and in the differentiated thyroid cell line FRTL-5. The kinetics of ICER protein induction mirrors the down-regulation of TSH-R mRNA. ICER binds to a CRE-like sequence in the TSH-R promoter and represses its expression. Thus, ICER induction by TSH in the thyroid gland represents a paradigm of the molecular mechanism by which pituitary hormones elicit homologous long-term desensitization.

Estabelecimento e desenvolvimento de mudas pré-brotadas de cana-de-açúcar sob diferentes lâminas de irrigação

Na atual conjuntura, no que se refere à energia renovável, o etanol é um dos principais, se não o mais importante, produto brasileiro. Proveniente da fermentação de açúcares, processo conhecido há séculos, tem se tornado o carro chefe do país como garantia de voz ativa nas discussões energéticas pelo mundo afora. Porém, atualmente, o setor sucroalcooleiro está passando por um momento de cautela devido à queda de produtividade e longevidade dos canaviais ao longo dos últimos anos ocasionados principalmente pela mecanização da colheita e plantio da cana-de-açúcar. Cabe ressaltar que as perdas de produção podem ser ainda maiores diante da ausência do manejo varietal e de cuidados adequados em relação à sanidade de mudas utilizadas para a multiplicação de viveiros. Nesse sentido, nos últimos anos, o emprego da irrigação no cultivo da cana-de-açúcar associada a outras tecnologias de plantio, tais como formação de viveiros com mudas pré-brotadas, vem merecendo papel de destaque. Esse cenário obriga pesquisadores a buscar novas tecnologias para aumento de produtividade, longevidade dos canaviais e redução do custo por tonelada de cana produzida, tais como a produção de mudas sadias para formação de viveiros de cana-de-açúcar. Diante disso, a presente pesquisa teve por objetivo, submeter mudas pré-brotadas de cana-de-açúcar, durante plantio de inverno, na região de Piracicaba, SP, sob diferentes lâminas de irrigação (10 mm; 20 mm; 30 mm e 40 mm), utilizando um sistema de irrigação por aspersão com alas móveis. Dessa forma, buscou-se determinar qual seria a melhor lâmina de irrigação, necessária para garantir o melhor índice de pegamento e alto vigor no estabelecimento e desenvolvimento das mudas pré-brotadas de cana-de-açúcar para a região de Piracicaba-SP. Foram feitas avaliações periódicas (não destrutivas), tais como: mortalidade das mudas; clorofila total na folha; tamanho da muda; índice de área foliar; número de perfilhos brotados por metro; percentual de falha no canavial. Além de avaliações periódicas (destrutivas), tais como: avaliação do tamanho da raiz; massa seca da raiz; massa seca da parte aérea e número de perfilhos totais. As análises estatísticas das lâminas de irrigação foram realizadas pelo método de Tukey ao nível de 5% de probabilidade. Diante dos resultados obtidos, verificou-se que a lâmina de 10 mm possibilitou os melhores índices de pegamento e proporcionou um índice superior a 97,8% de sobrevivência de mudas. Também, observou-se uma estreita relação entre o índice de mortalidade no plantio de inverno das mudas pré-brotadas de cana-de-açúcar com o manejo da irrigação, a qual nos primeiros dias após plantio foi fundamental para o estabelecimento e desenvolvimento das mudas. Cabe ressaltar que em caso da adoção de outro manejo de irrigação, com lâminas maiores, nessas condições experimentais, possivelmente haveria perdas de água, cujo fato nos dias atuais não é o ideal tendo em vista a busca por economia e manejo racional da água.

Innovative education networking aimed at multimedia tools for geometrical optics learning

We present a purposeful initiative to open new grounds for teaching Geometrical Optics. It is based on the creation of an innovative education networking involving academic staff from three Spanish universities linked together around Optics. Nowadays, students demand online resources such as innovative multimedia tools for complementing the understanding of their studies. Geometrical Optics relies on basics of light phenomena like reflection and refraction and the use of simple optical elements such as mirrors, prisms, lenses, and fibers. The mathematical treatment is simple and the equations are not too complicated. But from our long time experience in teaching to undergraduate students, we realize that important concepts are missed by these students because they do not work ray tracing as they should do. Moreover, Geometrical Optics laboratory is crucial by providing many short Optics experiments and thus stimulating students interest in the study of such a topic. Multimedia applications help teachers to cover those student demands. In that sense, our educational networking shares and develops online materials based on 1) video-tutorials of laboratory experiences and of ray tracing exercises, 2) different online platforms for student self-examinations and 3) computer assisted geometrical optics exercises. That will result in interesting educational synergies and promote student autonomy for learning Optics.

Comparing Common Data Environment Platforms for Student Collaborative Working: A Case Study from Ulster University

PAS1192-2 (2013) outlines the “fundamental principles of Level 2 information modeling”, one of these principles is the use of what is commonly referred to as a Common Data Environment (CDE). A CDE could be described as an internet-enabled cloudhosting platform, accessible to all construction team members to access shared project information. For the construction sector to achieve increased productivity goals, the next generation of industry professionals will need to be educated in a way that provides them with an appreciation of Building Information Modelling (BIM) working methods, at all levels, including an understanding of how data in a CDE should be structured, managed, shared and published. This presents a challenge for educational institutions in terms of providing a CDE that addresses the requirements set out in PAS1192-2, and mirrors organisational and professional working practices without causing confusion due to over complexity. This paper presents the findings of a two-year study undertaken at Ulster University comparing the use of a leading industry CDE platform with one derived from the in-house Virtual Learning Environment (VLE), for the delivery of a student BIM project. The research methodology employed was a qualitative case study analysis, focusing on observations from the academics involved and feedback from students. The results of the study show advantages for both CDE platforms depending on the learning outcomes required.

Spatial Distribution of Marine Epibenthic Communities in the Hola Trough (Vesterålen, Northern Norway)

The Lofoten-Vesterålen marine shelf is one of the most geologically diverse coast and offshore margin areas in Norway. This leads to huge heterogeneity in marine environments, and often high biodiversity. However, little is known yet about the benthic communities in this region. Within the ARCTOS LoVe MarineEco project the epibenthic communities of the Hola trough (Vesterålen) are analysed to give a first description of their spatial distribution. In this trough both a complex hydrodynamic system and varied topographic submarine elements occur. Trawling samples were collected for two different approaches: one in a meso-scale and another in a small-scale. For the broad scale a transect consisting in three stations was developed, while for the fine scale a small area on a sand wave field, consisting in five stations called HolaBox, was sampled. All organisms were intended to be identified to species level and colonial fauna was discarded for the analysis. Different diversity indexes were assessed (Shannon index (H’) and Pielou’s eveness (J’)). Clustering and nMDS analyses identified four statistically significant groups in terms of abundance (ind./100m2). A total amount of 211 different taxa were found within all stations. The more outer part of the transect (close to the shelf edge) presented a huge abundance of organisms and was dominated by the hemi sessile tube-builder polychaetes Nothria conchylega and Eunice dubitata and the sea urchin Gacilechinus acutus, while the more inner parts presented less abundance of individuals. Probably some upwelling produced by the Norwegian Atlantic Current (NWAC) is influencing the shelf edge increasing the primary production and, therefore, enriching the seafloor in this region. The sand wave field presented two different groups with few amount of individuals. Small-scale variability could be produced by the high heterogeneity within the different types of sand waves, while the scarce abundance of animals can be produced by the permanent changing environment that movable sand waves produce. Here more active and mobile fauna was found such as brittle stars and hermit crabs (among others). Finally, a fourth group was found in the most inner station of the transect, laying on a ridge in the central part of the trough. This station, with coarse substrate, was mainly dominated again by brittle stars and sea urchins. We can conclude that this is a really heterogeneous trough in environments and therefore in communities (even in a local scale). More detailed studies that focus in the local environmental drivers have to be carried out to get an integrated understanding of the structure of benthic communities in this system.

L' Europe galante: ballet : représenté en l'an 1697 par l'Academie royale de musique

de la composition de Monsieur Campra, maître de musique de la chapelle du Roy ; les paroles de cette piece sont de Monsieur de La Motte, de l'Academie françoise.