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.

Casas de la oligarquía castellana en la Granada del siglo XVI : tipologías, adaptación y contexto urbano, fundamentos para su recuperación

El tema de estudio de esta tesis es el análisis morfológico y cronológico de diez ejemplares emblemáticos de la arquitectura doméstica señorial de la Granada del siglo XVI, analizados en comparación con otros casos de referencia construidos en el mismo período en la propia ciudad, conservados y desaparecidos. También se han tenido en cuenta las principales manifestaciones arquitectónicas de los mayores focos urbanos contemporáneos en el reino de Castilla. El trabajo se ha desarrollado partiendo de la realización de una planimetría precisa y completa de las diez casas documentadas, uniendo al trabajo in situ sobre los datos materiales el estudio de las fuentes de archivo y de la bibliografía especializada existente sobre la materia. El análisis formal de las unidades domésticas ha sido enfocado al estudio tipológico de lo construido, haciendo especial hincapié en las pervivencias andalusíes sobre las cuales los nuevos moradores edificaron o adaptaron sus casas solariegas. En apoyo a las hipótesis presentadas se aporta la documentación arqueológica derivada de las excavaciones realizadas en los solares de las viviendas objeto de análisis, además de los planos de los estados previos a las recientes reformas sufridas por muchos de estos edificios. El análisis comparativo con algunos edificios contemporáneos en los que se ha documentado y estudiado cronológicamente su evolución histórica, ha permitido afianzar las hipótesis de datación y de reconstrucción de la distribución espacial de las fábricas originarias de la época tratada. Los objetivos de la investigación han sido orientados a poner de manifiesto la delicada y compleja transición de la medina nazarí a la ciudad cristiana, tratando también ciertas características multiculturales propias de las técnicas constructivas y de sociedad de la época. Los resultados de este estudio multidisciplinar se han registrado en un mapa de datos creado con el Sistema de Información Geográfico, en el que se han incluido tanto los datos cronológicos como formales, individualizando los ambientes que constituyen las pervivencias medievales y los que se han construido después, aportando sus distintas dataciones. Se ha querido dar respuesta a varios interrogativos: ¿Cómo se adapta la arquitectura castellana al tejido urbano andalusí? ¿Reaprovecha las preexistencias o las elimina en cada momento? ¿De qué modo la ciudad ha ido modificándose hasta configurarse como una ciudad moderna? ¿Cuánto se ha mantenido este patrimonio de casas? ¿Cómo se debería conservar? Se ha tratado de resolver estas cuestiones formulando síntesis gráficas en las que se puede comprender la evolución histórica de las viviendas acontecida a lo largo del siglo XVI, junto con sus transformaciones recientes provocadas por las intervenciones contemporáneas. Asimismo se aporta el estudio de las principales características de las intervenciones acometidas sobre este patrimonio único de viviendas, que por su propia naturaleza es altamente perecedero y necesita que se formulen criterios eficaces y correctos para su mayor conservación. El punto de partida de este trabajo no ha sido solamente el análisis de campo sino también la recopilación y ordenación de los datos procedentes de la bibliografía existente para formular discursos coherentes y precisos sobre la evolución de este tipo de viviendas históricas, cuyos valores son tan expuestos a graves deterioros que su catalogación, documentación y valoración se hacen imprescindibles. Pese a que las diez viviendas incluidas en los capítulos de estudio detallado estén catalogadas en los Planes Especiales de Protección (Albaicín, 1990 y Centro, 2002), sus caracteres formales y sus elementos estructurales y decorativos de valor histórico han sufrido un evidente proceso de expolio o destrucción, hecho grave que esta Tesis quiere reflejar de cara a la deseable futura puesta en valor real de estos edificios así como, indirectamente, de sus ámbitos urbanísticos de pertenencia. ABSTRACT The purpose of this thesis is to study the morphological and chronological characteristics of ten emblematic mansions belonging to the architectural period of the 16th Century in Granada, Spain. These houses are compared with other similar outstanding constructions of the same period that are located in the city, which have either been preserved or disappeared. Also, this study has taken into account the main architectural expressions of greater contemporary urban areas of the Kingdom of Castile. The work carried out began, first of all, by drawing a precise and thorough planimetry of the ten surveyed houses, together with in situ tasks based on physical data, a study of archival data, and the specialized existing bibliography on the subject. The formal analysis of the home units is focused as a typological study of erected buildings, with a special attention on Al Andalus remains over which the new householders constructed or adapted their mansions. The hypotheses brought forward have been supported by the archaeological documentation that had been elaborated during the excavation works of the houses concerned in this study. Moreover, the drawings of the states of the sites, previously to the most recent renovation works many of these buildings have undergone, have been presented. The comparative analysis made with some contemporary buildings, which have been chronologically documented and studied in their historical evolution, has confirmed the dating hypotheses, and that of the reconstruction of the spatial distribution of the original factories the period discussed. The aims of this research have been oriented to bring to light the delicate and complex transition of the town, from the Nasrid period to Christian times. The research has also dealt with some special multicultural characteristics of the constructive techniques, as well as of the society of that period. The results of this multidisciplinary study have been registered on a data map created with the Geographical Information System, which includes both the chronological and formal data. The Medieval settings, and those of later constructions, have been individualised and dated. Several questions have been answered: how the Castilian architecture adapts to the Al Andalus urban design? Have the pre-existing structures been reused or eliminated at each stage? How has the town evolved until becoming a modern city? To which degree this heritage of houses has remained? How should it been preserved? These questions have been approached by means of graphical syntheses in an attempt to bring an understanding of the historical evolution of the houses throughout the 16th Century. But also, this work shows the more recent transformations these structures suffered over the contemporary period. Moreover, there is a study of the main characteristics of interventions over this unique patrimony of housing which by nature is perishable and needs a formulation of correct and efficient criteria for better conservation. The starting point of this work has not only been that of field analysis, but also the gathering and ordering of the existing bibliographical data, in order to formulate coherent and precise statements on the evolution of this type of historical housing. Its treasures are so exposed to severe deterioration that their cataloguing, documentation and appreciation are becoming crucial. Despite the fact that the ten houses considered in the chapters of this detailed study are listed in the special protection plans (Planes Especiales de Protección, Albaicín plan of 1990 and the town centre plan of 2002) their formal characteristics, as well as structural and decorative historical value, have suffered gradual plunders or destruction. This thesis tries to reflect how serious is that matter and the need in the future to give this heritage and the surrounding urban environment, a real value.

Forming classes by stimulus frequency: Behavior and theory

Visual classification is the way we relate to different images in our environment as if they were the same, while relating differently to other collections of stimuli (e.g., human vs. animal faces). It is still not clear, however, how the brain forms such classes, especially when introduced with new or changing environments. To isolate a perception-based mechanism underlying class representation, we studied unsupervised classification of an incoming stream of simple images. Classification patterns were clearly affected by stimulus frequency distribution, although subjects were unaware of this distribution. There was a common bias to locate class centers near the most frequent stimuli and their boundaries near the least frequent stimuli. Responses were also faster for more frequent stimuli. Using a minimal, biologically based neural-network model, we demonstrate that a simple, self-organizing representation mechanism based on overlapping tuning curves and slow Hebbian learning suffices to ensure classification. Combined behavioral and theoretical results predict large tuning overlap, implicating posterior infero-temporal cortex as a possible site of classification.

Morfologia, taxonomia e análise cladística da tribo Kingsleyini (Crustacea: Decapoda: Pseudothelphusidae)

Kingsleyini corresponde a uma das cinco tribos de Pseudothelphusidae, grupo exclusivamente americano de caranguejos de água doce. Atualmente a tribo inclui 59 espécies agrupadas em 13 gêneros, com distribuição associada aos rios, riachos e igarapés das bacias do Amazonas e do Orinoco. Desde a criação de Kingsleyini o aumento de novos táxons atribuídos a esta tribo não tem sido acompanhado por estudos cladísticos. No presente trabalho é realizada a análise cladística de Kingsleyini, acompanhada de uma revisão morfológica e taxonômica do grupo. Com este propósito, foram estudados espécimes de 60 espécies representantes das cinco tribos e duas subfamílias inclusas em Pseudothelphusidae. O material estudado se encontra depositado nas coleções carcinológicas de seis instituições e inclui os tipos nominais de 29 espécies. Na revisão morfológica foram descritas e ilustradas estruturas somáticas e sexuais da morfologia externa do grupo de estudo. Os estudos morfológicos foram auxiliados por técnicas de Microscopia Electrônica de Varredura (MEV) e cortes histológicos. A partir destas observações foram propostas modificações na terminologia utilizada para denominar as estruturas do primeiro apêndice sexual masculino (primeiro gonópodo) em Kingsleyini. A parte taxonômica deste trabalho inclui chaves de identificação, mapas de distribuição, listas sinonímicas e a descrição e ilustração do primeiro apêndice sexual masculino para a grande maioria das espécies examinadas, assim como a diagnose dos gêneros considerados monofiléticos. A análise filogenética foi realizada a partir de 92 caracteres obtidos de 57 táxons terminais: 49 terminais do grupo interno (Kingsleyini) e oito do grupo-externo (representantes dos demais Pseudothelphusidae). Como resultado da análise cladística foram obtidas seis hipóteses filogenéticas igualmente parcimoniosas: todas elas apoiam o monofiletismo de Kingsleyini e a exclusão do gênero Spirocarcinus da tribo. O monofiletismo dos gêneros Fredius, Kingsleya, Eudaniela e Rodriguezus também encontra-se sustentado em todas as hipóteses filogenéticas obtidas, enquanto que os gêneros Microthelphusa, Neopseudothelphusa, Orthothelphusa e Brasiliothelphusa revelaram-se parafiléticos.

Digitizing the Historical Periodical Collection at the Al-Aqsa Mosque Library in East Jerusalem

The Arab Press in Palestine developed at the turn of the twentieth century and proliferated for several decades despite restrictions imposed under the Ottoman Empire and during the British Mandate Period (1917-1948). Hardcopies of the early newspapers and periodicals are rare and access to them at a few Palestinian municipal or private libraries is limited. The Al-Aqsa Mosque Library holds one of the largest collections of Palestinian historical newspapers and periodicals. The collection provides a unique and rich source of information about the history of Palestine in the first half of the twentieth century. Access to the collection is limited and brittle paper copies have been rapidly deteriorating. This paper provides an overview of the digitization project aimed at preserving the historical periodical collection located at the AlAqsa Mosque Library

Avisos, anuncios, reclamos y publicidad en España: siglos XVIII y XIX

Este artículo analiza diversas manifestaciones publicitarias aparecidas en la prensa española de los siglos XVIII y XIX. Considerando que la publicidad moderna nace en los países primero industrializados en torno a esas fechas, esta investigación se ha planteado la hipótesis de que en España, aun con retraso, se inició un proceso similar. Para la recopilación y selección de hechos, hemos utilizado las colecciones digitalizadas de portales que recientemente ofrecen el acceso libre a sus fondos; en particular, los de la Biblioteca Nacional de España, el Archivo de Revistas Catalanas Antiguas y la Hemeroteca Municipal de Madrid.

Els instruments científics dels instituts d'ensenyament mitjà: un extraordinari patrimoni cultural que hem de preservar i estudiar

Several important collections of scientific instruments are preserved in secondary schools but just a small group have been properly catalogued and studied. Unfortunately, they are not commonly regarded as a relevant part of the cultural heritage. However, recent trends in history of science offer new perspectives to study these objects from new points of view. We review some recent studies about collections of scientific instruments in secondary schools and we offer preliminary conclusions of our current work on this topic.

Les col·leccions universitàries d’instruments científics: el cas de la Universitat de València

This paper analyses the value of university collections of scientific instruments, their preservation, uses and improvement. It mostly relies on the data obtained by a research project on the scientific heritage of the University of Valencia.

GRO J1008−57: an (almost) predictable transient X-ray binary

A study of archival RXTE, Swift, and Suzaku pointed observations of the transient high-mass X-ray binary GRO J1008−57 is presented. A new orbital ephemeris based on pulse arrival-timing shows the times of maximum luminosities during outbursts of GRO J1008−57 to be close to periastron at orbital phase − 0.03. This makes the source one of a few for which outburst dates can be predicted with very high precision. Spectra of the source in 2005, 2007, and 2011 can be well described by a simple power law with high-energy cutoff and an additional black body at lower energies. The photon index of the power law and the black-body flux only depend on the 15–50 keV source flux. No apparent hysteresis effects are seen. These correlations allow us to predict the evolution of the pulsar’s X-ray spectral shape over all outbursts as a function of just one parameter, the source’s flux. If modified by an additional soft component, this prediction even holds during GRO J1008−57’s 2012 type II outburst.

Non omnia possumus omnes: [student theme], 1795 December 28

A somewhat playful manuscript poem describing a weary student, Tom Delve, who throws off his "tiresome books" to "exchange my hopes of fame for ease" because the world of art, unlike science, is too broad to ever master.

III. Research materials used in William C. Lane's article, "Early Silver Belonging to Harvard College," [1923]

This folder contains transcriptions of archival materials used in Lane's research for the article, published by the Colonial Society of Massachusetts in 1923. Included are two letters from the papers of Harvard President Jared Sparks (1849-1853) regarding the christening basin and the role of the College steward in the care of the silver collection; and a 1781 inventory (see also in folder 7) and 1829 Corporation vote excerpted from College records. There are also two notes containing citations.

Balkan Peninsula, 1903 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Die Staaten von Südost=Europa :Rumänien, Serbien, Montenegro, Bulgarien, Kreta, Europ. Türkei, Griechenland, Redigiert v. Dr. K. Peucker ; Rudolph Maschek sculps ; Kartogr. Anst. v. Th. Bannwarth. It was published by Artaria in 1903. Scale 1:3,000,000. Covers Southeastern Europe including the Balkans and a portion of Turkey. Map in German. The image inside the map neatline is georeferenced to the surface of the earth and fit to a modified 'Europe Lambert Conformal Conic' projection with a central meridian of 24 degrees East projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, forts, roads, railroads, canals, territorial and provincial boundaries, shoreline features, and more. Relief shown by hachures and spot heights. This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection as part of the Open Collections Program at Harvard University project: Islamic Heritage Project. Maps selected for the project represent a range of regions, originators, ground condition dates, scales, and purposes. The Islamic Heritage Project consists of over 100,000 digitized pages from Harvard's collections of Islamic manuscripts and published materials. Supported by Prince Alwaleed Bin Talal and developed in association with the Prince Alwaleed Bin Talal Islamic Studies Program at Harvard University.

Balkan Peninsula, 1908 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Die Balkan-Halbinsel in 4 Blättern : Türkei, Rumänien, Griechenland, Serbien, Montenegro, Bulgarien, entworfen von C. Vogel ; bearbeitet von B. Domann ; gestochen von Kern, Kühn u. Weiler. It was published by Justus Perthes in 1908. Scale 1:1,500,000. Covers the Balkan Peninsula. Map in German. The image inside the map neatline is georeferenced to the surface of the earth and fit to the a modified 'Europe Lambert Conformal Conic' projection with a central meridian of 24 degrees East projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, roads, railroads,canals, fortifications, ports, ruins, territorial boundaries, shoreline features, and more. Relief shown by hachures. Depths shown by bathymetry. Includes insets: Constantinopel (Scale 1:150,000) -- Athens und Piraeus (Scale 1:150,000) -- Das Nördliche Rümanien im Anschluss and die Hauptkarte (Scale 1:1,500,000) -- Strasse der Dardanellen (Scale 1:150,000) -- Der Bosporus (Scale 1:150,000). This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection as part of the Open Collections Program at Harvard University project: Islamic Heritage Project. Maps selected for the project represent a range of regions, originators, ground condition dates, scales, and purposes. The Islamic Heritage Project consists of over 100,000 digitized pages from Harvard's collections of Islamic manuscripts and published materials. Supported by Prince Alwaleed Bin Talal and developed in association with the Prince Alwaleed Bin Talal Islamic Studies Program at Harvard University.

Caucasus, ca. 1765-1800 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: General Charte der Laender Zwischen dem Schwarzen und Caspischen Meere : Circassien, Georgien, Armenien, W�ste von Astrachan und Caucasus hauptsoechlich die Grosse und Kleine Kabarda, Nach Russischen und and Handschriften entworsen Strasburg bey Joh. Georg Treuttel ; I. P. Kremer delin ; B. F. Leizelt sc. It was published by Joh. Georg Treuttel, ca. 1765-1800. Scale [ca. 1:1,750,000]. Covers a portion of the Caucasus region, Russia, Ukraine, Georgia, and Azerbaijan. Map in German and French.The image inside the map neatline is georeferenced to the surface of the earth and fit to the World Miller Cylindrical projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, territorial boundaries, fortification, shoreline features, and more. Relief shown by hachures and pictorially. Includes notes.This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection as part of the Open Collections Program at Harvard University project: Islamic Heritage Project. Maps selected for the project represent a range of regions, originators, ground condition dates, scales, and purposes. The Islamic Heritage Project consists of over 100,000 digitized pages from Harvard's collections of Islamic manuscripts and published materials. Supported by Prince Alwaleed Bin Talal and developed in association with the Prince Alwaleed Bin Talal Islamic Studies Program at Harvard University.

Caucasus, 1802 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Charte der Laender am Caucasus nach den besten vorhandenen, Charten, Reisen und astronomischen Orstbestimugen gezeichnet von I. C. M. Reinecke. It was published by Im Verlage des Industrie Comptoirs in 1802. Scale [ca. 1:2,100,000]. Covers the Caucasus. Map in German. The image inside the map neatline is georeferenced to the surface of the earth and fit to a modified 'Europe Lambert Conformal Conic' projection with a central meridian of 44 degrees East projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, cities and other human settlements, territorial and provincial boundaries, shoreline features, and more. Relief shown by hachures. Includes note. This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection as part of the Open Collections Program at Harvard University project: Islamic Heritage Project. Maps selected for the project represent a range of regions, originators, ground condition dates, scales, and purposes. The Islamic Heritage Project consists of over 100,000 digitized pages from Harvard's collections of Islamic manuscripts and published materials. Supported by Prince Alwaleed Bin Talal and developed in association with the Prince Alwaleed Bin Talal Islamic Studies Program at Harvard University.