La Península Ibérica en el transporte masivo de mercancías entre Europa y África : futuras autopistas del mar

La competitividad del transporte de mercancías depende del estado y funcionamiento de las redes existentes y de sus infraestructuras, no del modo de transporte. En concreto, la rentabilidad o la reducción de los costes de producción del transporte marítimo se vería incrementado con el uso de buques de mayor capacidad y con el desarrollo de plataformas portuarias de distribución o puertos secos, ya que el 90% del comercio entre la Unión Europea y terceros países se realiza a través de sus puertos a un promedio de 3,2 billones de toneladas de mercancías manipuladas cada año y el 40% del tráfico intraeuropeo utiliza el transporte marítimo de corta distancia. A pesar de que los puertos europeos acogen anualmente a más de 400 millones de pasajeros, los grandes desarrollos se han producido en los puertos del norte de Europa (Róterdam, Amberes, Ámsterdam). Los países del Sur de Europa deben buscar nuevas fórmulas para ser más competitivos, ya sea mediante creación de nuevas infraestructuras o mediante refuerzo de las existentes, ofreciendo los costes de los puertos del Norte. El fomento del transporte marítimo y fluvial como alternativa al transporte por carretera, especialmente el transporte marítimo de corta distancia, ha sido impulsado por la Comisión Europea (CE) desde 2003 a través de programas de apoyo comunitario de aplicación directa a las Autopistas del Mar, a modo de ejemplo, cabría citar los programas Marco Polo I y II, los cuales contaron con una dotación presupuestaria total de 855 millones de euros para el período 2003 – 2013; en ese período de tiempo se establecieron objetivos de reducción de congestión vial y mejora del comportamiento medio ambiental del sistema de transporte de mercancías dentro de la comunidad y la potenciación de la intermodalidad. El concepto de Autopista del Mar surge en el Libro Blanco de Transportes de la Comisión Europea “La política europea de transportes de cara al 2010: La hora de la verdad” del 12 de diciembre de 2001, en el marco de una política europea para fomento y desarrollo de sistemas de transportes sostenibles. Las Autopistas del Mar consisten en rutas marítimas de corta distancia entre dos puntos, de menor distancia que por vía terrestre, en las que a través del transporte intermodal mejoran significativamente los tiempos y costes de la cadena logística, contribuyen a la reducción de accidentes, ruidos y emisiones de CO2 a la atmósfera, permite que los conductores pierdan horas de trabajo al volante y evita el deterioro de las infraestructuras terrestres, con el consiguiente ahorro en mantenimiento. La viabilidad de una Autopista del Mar depende tanto de factores de ubicación geográficos, como de características propias del puerto, pasando por los diferentes requerimientos del mercado en cada momento (energéticos, medio ambientales y tecnológicos). Existe un elemento nuevo creado por la Comisión Europea: la red transeuropea de transportes (RTE-T). En el caso de España, con sus dos accesos por los Pirineos (La Junquera e Irún) como únicos pasos terrestres de comunicación con el continente y con importantes limitaciones ferroviarias debido a los tres anchos de vía distintos, le resta competitividad frente al conjunto europeo; por el contrario, España es el país europeo con más kilómetros de costa (con más de 8.000 km) y con un emplazamiento geográfico estratégico, lo que le convierte en una plataforma logística para todo el sur de Europa, por lo que las Autopistas del Mar tendrán un papel importante y casi obligado para el desarrollo de los grandes corredores marítimos que promueve Europa. De hecho, Gijón y Vigo lo han hecho muy bien con sus respectivas líneas definidas como Autopistas del Mar y que conectan con el puerto francés de Nantes-Saint Nazaire, ya que desde ahí los camiones pueden coger rutas hacia el Norte. Paralelamente, la Unión Europea ha iniciado los pasos para el impulso de la primera Autopista del Mar que conectará España con el mercado de Reino Unido, concretamente los Puertos de Bilbao y Tilbury. Además, España e Italia sellaron un acuerdo internacional para desarrollar Autopistas del Mar entre ambos países, comprometiéndose a impulsar una docena de rutas entre puertos del litoral mediterráneo español y el italiano. Actualmente, están en funcionando los trayectos como Barcelona-Génova, Valencia-Civitavecchia y Alicante- Nápoles, notablemente más cortos por mar que por carretera. Bruselas identificó cuatro grandes corredores marítimos que podrían concentrar una alta densidad de tráfico de buques, y en dos de ellos España ya tenía desde un principio un papel crucial. La Comisión diseñó el 14 de abril de 2004, a través del proyecto West-Mos, una red de tráfico marítimo que tiene como vías fundamentales la denominada Autopista del Báltico (que enlaza Europa central y occidental con los países bálticos), la Autopista de Europa suroriental (que une el Adriático con el Jónico y el Mediterráneo más oriental) y también la Autopista de Europa occidental y la Autopista de Europa suroccidental (que enlazan España con Reino Unido y la Francia atlántica y con la Francia mediterránea e Italia, respectivamente). Para poder establecer Autopistas del Mar entre la Península Ibérica y el Norte de Europa primará especialmente la retirada de camiones en la frontera pirenaica, donde el tráfico pesado tiene actualmente una intensidad media diaria de 8.000 unidades, actuando sobre los puntos de mayor congestión, como por ejemplo los Alpes, los Pirineos, el Canal de la Mancha, las carreteras fronterizas de Francia y Euskadi, y proponiendo el traslado de las mercancías en barcos o en trenes. Por su parte, para contar con los subsidios y apoyos europeos las rutas seleccionadas como Autopistas del Mar deben mantener una serie de criterios de calidad relacionados con la frecuencia, coste “plataforma logística a plataforma logística���, simplicidad en procedimientos administrativos y participación de varios países, entre otros. Los estudios consideran inicialmente viables los tramos marítimos superiores a 450 millas, con un volumen de unas 15.000 plataformas al año y que dispongan de eficientes comunicaciones desde el puerto a las redes transeuropeas de autopistas y ferrocarril. Otro objetivo de las Autopistas del Mar es desarrollar las capacidades portuarias de forma que se puedan conectar mejor las regiones periféricas a escala del continente europeo. En lo que a Puertos se refiere, las terminales en los muelles deben contar con una línea de atraque de 250 m., un calado superior a 8 m., una rampa “ro-ro” de doble calzada, grúas portainer, y garantizar operatividad para un mínimo de dos frecuencias de carga semanales. El 28 de marzo de 2011 se publicó el segundo Libro Blanco sobre el futuro del transporte en Europa “Hoja de ruta hacia un espacio único europeo de transporte: por una política de transportes competitiva y sostenible”, donde se definió el marco general de las acciones a emprender en los próximos diez años en el ámbito de las infraestructuras de transporte, la legislación del mercado interior, la reducción de la dependencia del carbono, la tecnología para la gestión del tráfico y los vehículos limpios, así como la estandarización de los distintos mercados. Entre los principales desafíos se encuentran la eliminación de los cuellos de botella y obstáculos diversos de nuestra red europea de transporte, minimizar la dependencia del petróleo, reducir las emisiones de GEI en un 60% para 2050 con respecto a los niveles de 1990 y la inversión en nuevas tecnologías e infraestructuras que reduzcan estas emisiones de transporte en la UE. La conexión entre la UE y el norte de África provoca elevados niveles de congestión en los puntos más críticos del trayecto: frontera hispano-francesa, corredor del Mediterráneo y el paso del estrecho. A esto se le añade el hecho de que el sector del transporte por carretera está sujeto a una creciente competencia de mercado motivada por la eliminación de las barreras europeas, mayores exigencias de los cargadores, mayores restricciones a los conductores y aumento del precio del gasóleo. Por otro lado, el mercado potencial de pasajeros tiene una clara diferenciación en tipos de flujos: los flujos en el período extraordinario de la Operación Paso del Estrecho (OPE), enfocado principalmente a marroquíes que vuelven a su país de vacaciones; y los flujos en el período ordinario, enfocado a la movilidad global de la población. Por tanto, lo que se pretende conseguir con este estudio es analizar la situación actual del tráfico de mercancías y pasajeros con origen o destino la península ibérica y sus causas, así como la investigación de las ventajas de la creación de una conexión marítima (Autopista del Mar) con el Norte de África, basándose en los condicionantes técnicos, administrativos, económicos, políticos, sociales y medio ambientales. The competitiveness of freight transport depends on the condition and operation of existing networks and infrastructure, not the mode of transport. In particular, profitability could be increased or production costs of maritime transport could be reduced by using vessels with greater capacity and developing port distribution platforms or dry ports, seeing as 90% of trade between the European Union and third countries happens through its ports. On average 3,2 billion tonnes of freight are handled annualy and 40% of intra-European traffic uses Short Sea Shipping. In spite of European ports annually hosting more than 400 million passengers, there have been major developments in the northern European ports (Rotterdam, Antwerp, Amsterdam). Southern European countries need to find new ways to be more competitive, either by building new infrastructure or by strengthening existing infrastructure, offering costs northern ports. The use of maritime and river transport as an alternative to road transport, especially Short Sea Shipping, has been driven by the European Commission (EC) from 2003 through community support programs for the Motorways of the Sea. These programs include, for example, the Marco Polo I and II programs, which had a total budget of 855 million euros for the period 2003-2013. During this time objectives were set for reducing road congestion, improving the environmental performance of the freight transport system within the community and enhancing intermodal transport. The “Motorway of the Sea” concept arises in the European Commission’s Transport White Paper "European transport policy for 2010: time to decide" on 12 December 2001, as part of a European policy for the development and promotion of sustainable transport systems. A Motorway of the Sea is defined as a short sea route between two points, covering less distance than by road, which provides a significant improvement in intermodal transport times and to the cost supply chain. It contributes to reducing accidents, noise and CO2 emissions, allows drivers to shorten their driving time and prevents the deterioration of land infrastructure thereby saving on maintenance costs. The viability of a Motorway of the Sea depends as much on geographical location factors as on characteristics of the port, taking into account the different market requirements at all times (energy, environmental and technological). There is a new element created by the European Commission: the trans-European transport network (TEN-T). In the case of Spain, with its two access points in the Pyrenees (La Junquera and Irun) as the only land crossings connected to the mainland and major railway limitations due to the three different gauges, it appears less competitive compared to Europe as a whole. However, Spain is the European country with the most kilometers of coastline (over 8,000 km) and a strategic geographical location, which makes it a logistics platform for the all of Southern Europe. This is why the Motorways of the Sea will have an important role, and an almost necessary one to develop major maritime corridors that Europe supports. In fact, Gijon and Vigo have done very well with their respective sea lanes defined as Motorways of the Sea and which connect with the French port of Nantes-Saint Nazaire, as from there trucks can use nort-heading routes. In parallel, the European Union has taken the first steps to boost the first Motorway of the Sea linking Spain to the UK market, specifically the ports of Bilbao and Tilbury. Furthermore, Spain and Italy sealed an international agreement to develop Motorways of the Sea between both countries, pledging to develop a dozen routes between ports on the Spanish and Italian Mediterranean coasts. Currently, there are sea lanes already in use such as Barcelona-Genova, Valencia-Civitavecchia and Alicante-Naples, these are significantly shorter routes by sea than by road. Brussels identified four major maritime corridors that could hold heavy concentrate shipping traffic, and Spain had a crucial role in two of these from the beginning. On 14 April 2004 the Commission planned through the West-Mos project, a network of maritime traffic which includes the essential sea passages the so-called Baltic Motorway (linking Central and Western Europe with the Baltic countries), the southeast Europe Motorway (linking the Adriatic to the Ionian and eastern Mediterranean Sea), the Western Europe Motorway and southwestern Europe Motorway (that links Spain with Britain and the Atlantic coast of France and with the French Mediterranean coast and Italy, respectively). In order to establish Motorways of the Sea between the Iberian Peninsula and Northern Europe especially, it is necessary to remove trucks from the Pyrenean border, where sees heavy traffic (on average 8000 trucks per day) and addressing the points of greatest congestion, such as the Alps, the Pyrenees, the English Channel, the border roads of France and Euskadi, and proposing the transfer of freight on ships or trains. For its part, in order to receive subsidies and support from the European Commission, the routes selected as Motorways of the Sea should maintain a series of quality criteria related to frequency, costs "from logistics platform to logistics platform," simplicity in administrative procedures and participation of several countries, among others. To begin with, studies consider viable a maritime stretch of at least 450 miles with a volume of about 15,000 platforms per year and that have efficient connections from port to trans-European motorways and rail networks. Another objective of the Motorways of the Sea is to develop port capacity so that they can better connect peripheral regions across the European continent. Referring ports, the terminals at the docks must have a berthing line of 250 m., a draft greater than 8 m, a dual carriageway "ro-ro" ramp, portainer cranes, and ensure operability for a minimum of two loads per week. On 28 March 2011 the second White Paper about the future of transport in Europe "Roadmap to a Single European Transport Area – Towards a competitive and resource efficient transport system" was published. In this Paper the general framework of actions to be undertaken in the next ten years in the field of transport infrastructure was defined, including internal market legislation, reduction of carbon dependency, traffic management technology and clean vehicles, as well as the standardization of different markets. The main challenges are how to eliminate bottlenecks and various obstacles in our European transport network, minimize dependence on oil, reduce GHG emissions by 60% by 2050 compared to 1990 levels and encourage investment in new technologies and infrastructure that reduce EU transport emissions. The connection between the EU and North Africa causes high levels of congestion on the most critical points of the journey: the Spanish-French border, the Mediterranean corridor and Gibraltar Strait. In addition to this, the road transport sector is subject to increased market competition motivated by the elimination of European barriers, greater demands of shippers, greater restrictions on drivers and an increase in the price of diesel. On the other hand, the potential passenger market has a clear differentiation in type of flows: flows in the special period of the Crossing the Straits Operation (CSO), mainly focused on Moroccans who return home on vacation; and flows in the regular session, focused on the global mobile population. Therefore, what I want to achieve with this study is present an analysis of the current situation of freight and passengers to or from the Iberian Peninsula and their causes, as well as present research on the advantages of creating a maritime connection (Motorways of the Sea) with North Africa, based on the technical, administrative, economic, political, social and environmental conditions.

Carbonic Anhydrase Activity and CO2-Transfer Resistance in Zn-Deficient Rice Leaves1

It has been reported that carbonic anhydrase (CA) activity in plant leaves is decreased by Zn deficiency. We examined the effects of Zn deficiency on the activity of CA and on photosynthesis by leaves in rice plants (Oryza sativa L.). Zn deficiency increased the transfer resistance from the stomatal cavity to the site of CO2 fixation 2.3-fold and, consequently, the value of the transfer resistance relative to the total resistance in the CO2-assimilation process increased from 10% to 21%. This change led to a reduced CO2 concentration at the site of CO2 fixation, resulting in an increased gradient of CO2 between the stomatal cavity and this site. The present findings support the hypothesis that CA functions to facilitate the supply of CO2 from the stomatal cavity to the site of CO2 fixation. We also showed that the level of mRNA for CA decreased to 13% of the control level during Zn deficiency. This decrease resembled the decrease in CA activity, suggesting the possible involvement of the CA mRNA level in the regulation of CA activity.

Cytoplasmic free-Ca2+ level rises with repellents and falls with attractants in Escherichia coli chemotaxis.

Cytoplasmic free-Ca2+ levels in Escherichia coli were measured by use of the fluorescent Ca(2+)-indicator dye fura-2. Chemotactically wild-type E. coli regulated cytoplasmic free Ca2+ at approximately 100 nM when no stimuli were encountered, but changes in bacterial behavior correlated with changes in cytoplasmic free-Ca2+ concentration. For chemotactically wild-type E. coli, addition of a repellent resulted in cells tumbling and a transient increase in cytoplasmic free-Ca2+ levels. Conversely, addition of an attractant to wild-type cells caused running and produced a transient decrease in cytoplasmic free-Ca2+ levels. Studies with mutant strains showed that the chemoreceptors were required for the observed changes in cytoplasmic free-Ca2+ levels in response to chemical stimuli.

Propriedades superficiais de filmes à base de gelatina

O objetivo do presente trabalho foi caracterizar as propriedades superficiais de filmes à base de gelatina. Para o qual foram elaborados filmes de: (i) Gelatina plastificado com glicerol (G) (gelatina: 5 g/100 g SFF; glicerol: 30 g/100 g de gelatina), (ii) Gelatina reforçado com montmorilhonita (G/MMT) (gelatina: 5 g/100 g SFF; glicerol: 30 g/100 g de gelatina; MMT: 5 g/100 g de gelatina) e Gelatina plastificado com citrato de acetiltributila (G/ATB) (gelatina: 5 g/100 g SFF; ATB: 50 g/100 de gelatina; lecitina de soja: 60 g/100 g de ATB; etanol: 20 g/100 g SFF). Os filmes foram produzidos mediante o uso de um aplicador automático de filmes \"Spreading\". Logo, os filmes foram submetidos a testes para determinação da espessura, umidade e propriedades óticas (brilho, cor e opacidade). Também foi caracterizada a microestrutura por microscopia eletrônica de varredura (MEV) e microscopia de força atômica (AFM); às imagens obtidas por MEV foi aplicado um analise de imagem mediante o programa Image J, para obter o valor da dimensão fractal (DF). Depois foram caracterizadas as propriedades superficiais de ângulo de contato (AC), molhabilidade ou coeficiente de espalhamento (Se), e energia livre superficial (ELS) mediante a medida do ângulo de contato pelo método da gota séssil (água: 5 µL e 1-Bromonaftaleno: 3 µL). Para o cálculo da ELS também foi aplicado o método de Owens-Wendt. Estas caracterizações foram feitas em ambos os lados do filme, lado ar e lado placa. A natureza do filme de G/ATB influenciou na umidade e as propriedades óticas, enquanto que os filmes de G e G/MMT apresentaram características similares. Em relação à microestrutura e rugosidade, o filme de G apresentou a superfície mais homogênea e lisa, contrario ao observado no filme de G/MMT, que apresentou a maior rugosidade seguida do filme de G/ATB. Foi observado que houve uma relação entre os valores de rugosidade e DF. De acordo com o valor do AC, os filmes apresentaram um caráter hidrofóbico, pois seus valores foram superiores a 65° (em ambos os lados dos filmes), na seguinte ordem: G/MMT > G > G/ATB; sendo que o Se seguiu a mesma tendência. Cabe mencionar também que não foi encontrada uma correlação significativa entre os valores de AC e rugosidade. Em função dos valores de AC, Se e ELS (especificamente a componente polar), o filme de G/ATB apresentou o menor caráter hidrofóbico, pois apresentou menores valores de AC e maiores valores de Se em comparação com os outros dois filmes. Os valores da componente polar da G/ATB foram os maiores, explicando de melhor maneira o caráter menos hidrofóbico deste filme. Pode-se concluir que os filmes à base de gelatina elaborados no presente trabalho têm propriedades hidrofóbicas (AC>65°), sendo a G/MMT o filme com melhores características hidrofóbicas.

Avaliação da musculatura inspiratória e expiratória na doença pulmonar obstrutiva crônica leve e grave comparada aos indivíduos saudáveis

Introdução: A DPOC é uma doença respiratória prevenível e tratável, caracterizada por limitação persistente ao fluxo aéreo, hiperinsuflação e aprisionamento aéreo. A dispneia e a intolerância aos esforços, decorrentes destas alterações fisiopatológicas sofre influência de vários fatores. Dentre estes, o recrutamento e a sobrecarga imposta aos músculos inspiratórios e expiratórios são de fundamental importância, porém a participação destes ainda não foi completamente elucidada em diferentes gravidades da doença. Objetivos: O objetivo principal deste estudo foi avaliar a mecânica ventilatória, e o grau de recrutamento da musculatura inspiratória e expiratória na DPOC leve e grave, na condição de repouso e durante um teste máximo de exercício, comparado a um grupo de indivíduos saudáveis. Metodologia: Trata-se de um estudo transversal envolvendo 36 indivíduos, sendo 24 pacientes portadores de DPOC e 12 voluntários sadios. As avaliações foram divididas em 2 visitas. No D1, foram realizadas uma avaliação clínica, avaliação de dispneia (mMRC) e de qualidade de vida (SGRQ), além da prova de função pulmonar completa. Na 2ª visita, realizada com intervalo de 1 semana, foram avaliadas: as pressões respiratórias máximas estáticas por meio de métodos volitivos (PImax, PEmax, SNIP, Pes sniff, Pga sniff e Pdi sniff) e não volitivos (Twitch cervical bilateral e T10); avaliação da sincronia toracoabdominal por pletismografia de indutância; avaliação do recrutamento dos músculos inspiratórios e expiratórios ao repouso pela eletromiografia de superfície; e, posteriormente, um teste de exercício cardiopulmonar incremental para estudo de todas essas variáveis no esforço. Resultados: Foram avaliados 24 pacientes (12 leves e 12 graves) e 12 indivíduos saudáveis da mesma faixa etária. A maioria dos pacientes apresentava comprometimento significativo da qualidade de vida e os pacientes do grupo grave eram mais sintomáticos. A função pulmonar encontrava-se alterada na maioria dos pacientes. Destes, 79,2% apresentavam aprisionamento aéreo e 70,8% tinham redução da DLCO. Tais alterações foram semelhantes nos 2 grupos de pacientes. A força muscular estática medida por métodos volitivos e não volitivos estava reduzida nos 2 grupos e mostrou relação com o VEF1. No exercício, a dispneia foi o principal motivo para interrupção do teste em 70% dos pacientes. A HD esteve presente em 87,5% dos pacientes. O comportamento das pressões respiratórias foi significativamente diferente entre os 3 grupos. Os pacientes com DPOC apresentaram maior atividade diafragmática (Pdi) comparado aos controles e a participação da musculatura expiratória também foi maior neste grupo, principalmente nos graves. Apesar disso, os pacientes com DPOC apresentaram uma eficiência mecânica reduzida, ou seja, esse incremento da força muscular foi insuficiente para manter uma ventilação adequada para uma determinada carga. Com o aumento da demanda ventilatória, houve recrutamento precoce e progressivo dos músculos inspiratórios e expiratórios durante o exercício. O trabalho resistivo e o expiratório foram significativamente diferentes entre os controles e os pacientes com DPOC desde o início do exercício. Como consequência destas alterações, a intensidade da dispneia durante o TECP foi maior nos pacientes com DPOC (leve e grave) para a mesma carga e mesma ventilação-minuto (VE), quando comparada aos indivíduos do grupo-controle. Conclusões: O conjunto destes achados demonstra que o comprometimento dos músculos inspiratórios e expiratórios contribuiu significativamente para a dispneia e a intolerância ao exercício tanto no DPOC leve quanto no DPOC grave. E que este comprometimento pode não ser detectado com os testes máximos de força ao repouso

San Juan de Dios, la implementación de una cultura de cuidados

A lo largo de este trabajo analizaremos la influencia de San Juan de Dios en la sanidad, ya que en diferentes y múltiples bases de datos aparecen publicaciones donde se manifiesta y menciona al Santo de San Juan de Dios como un contribuidor de los cuidados a enfermos. Objetivo: Describir las aportaciones y repercusiones de San Juan de Dios en los cuidados de los enfermos, realizando para ello una reflexión analítica sobre los mismos y valorando si existe un paralelismo con la realidad actual sanitaria. Metodología: Realización de una revisión bibliográfica mediante una búsqueda sistemática de los términos: San Juan de Dios, Cuidados, Cultura y Enfermo, en las bases de datos: Enfispo, Dialnet, PubMed, Cuiden, Cochrane Plus, Scielo y Biblioteca Virtual del Sistema Sanitario Público Andaluz, y posterior análisis reflexivo de la investigación documental existente. Conclusiones: Las contribuciones aportadas por San Juan de Dios suponen la implementación de una nueva cultura de cuidados, referentes tanto a organización como a cambios en las formas de concebir la enfermedad, que aún hoy en día en la actualidad siguen vigente.

Intramolecular surfaces for vicinal proton–proton coupling constants 3JHH

Equations for the intramolecular surfaces of the 3JHH coupling constants in ethane, ethylene, and acetylene are formulated, and the corresponding coefficients are estimated from calculations at the DFT/B3LYP level. The chosen variables are changes in bond lengths, in the torsion angle φ between the coupled protons Ha and Hb, in bond angles, and in dihedral angles. The 3JHH surface of ethane is formulated as an extended Karplus equation with the coefficients of a truncated Fourier series on the torsion angle φ expanded as second-order Taylor series in the chosen variables taking into account the invariance of 3JHH under reflections and rotations of nuclear coordinates. Partial vibrational contributions from linear and square terms corresponding to changes in the geometry of the Ha − Ca − Cb − Hb fragment are important while those from cross terms are small with a few exceptions. The 3JHH surface of ethane is useful to predict contributions to 3JHH from changes in local geometry of derivatives but vibrational contributions are predicted less satisfactorily. The predicted values at the B3LYP/BS2 level of the 3JHH couplings (vibrational contributions at 300 K) from equilibrium geometries are 9.79 (−0.17) for acetylene, and 17.08 (1.93) and 10.73(0.93) for the trans and cis couplings of ethylene.

Structural Analysis with ANSYS on Stone Constructions in the Historical Spanish Heritage

According to the importance of rehabilitation and recovery of Architectural Heritage in the live of people, this paper is aimed to strengthen the traditional methods of stone vaults calculation taking advantage of the technological characteristics of the powerful program ANSYS Workbench. As an example of this, it could find out the possible pathologies that could arise during the construction history of the building. To limit this research, the upper vault of the main chapel of the Santiago parish church in Orihuela -Alicante- is selected as a reference which is a Jeronimo Quijano´s important building work in the XVI century in the Renaissance. Moreover, it is an innovative stone masonry vault that consists of 8 double intercrossed arches with each other and braced by severies. During the seventeenth century there was a lantern in the central cap and it is unknown why it was removed. Its construction could justify the original constructive solution with intercrossed arches that freed the center to create a more enlightened and comfortable presbytery. By similarity with other Quijano’s works, it is considered a small lantern drilling the central spherical cap. It is proposed to carry out a comparative study of it with different architectural solutions from the same period and based on several common parameters such as: a vault of square plant with spherical surround, intercrossed arches, a possible lantern, the dimension of the permitted space, similar states of loads and compact limestone masonry. The three solutions are mainly differentiated by their size and the type of lantern and its comparison lets us know which one is the most resistant and stable. The other two building works maintain some connection with the Quijano's professional scope. It has selected the particular case of the Communion chapel of the Basilica in Elche (a large prismatic lantern with a large cylindrical drum that starts from the own arches and an upper hemispherical dome), for its conservation, its proximity to Orihuela and its implementation during the century XVIII. Finally, a significant Dome Spanish Renaissance complete the selection: a cross vault of the Benavides Chapel of the Saint Francisco Convent in Baeza - Jaén-, designed by Andres of Vandelvira in the sixteenth century (a large hemispherical dome that starts from the own arcs). To simplify the calculation and standardize the work that have to be contrasted, all of them were considered with some similar characteristics: 30 cm constant thickness, the intercrossed arches were specifically analyzed and had identical loads, Young's modulus and Poisson's ratio. Regarding the calculation solutions, in general terms, the compressive stresses predominate, influencing on it the joint collaboration of the filling material on the vault, the vault itself, the thick side walls, the buttresses and the top cover weight . In addition, the three solutions are suitable, being the Orihuela one the safest and the Baeza one the riskiest for its large dimensions. Thus, the idea of intercrossed arches with suitable thickness would allow carry out the heaviest lantern and this would confirm it as a Renaissance architectural typology built in stone.

1794, Triennial catalogues annotated by William Winthrop, 1794-1812.

Leather and marbled hardcover binding. Substantially annotated. The volume consists of pages from the published catalogues pasted into a blank volume. The bulk of the volume is comprised of the printed list of graduate names found in the Triennial Catalogue accompanied by handwritten biographical information, usually a sentence in length. It begins with a handwritten section titled "Settled Ministers (in the first Parish in Cambridge)." The entries generally contain a residence, date of death (abbreviated ob), age of death (abbreviated ae), and professional information. While the 1794 Catalogue comprises the majority of the volume, names were added from Triennial Catalogues through the 1812 edition. An example of an entry, for John Hancock (Harvard AB 1754), reads “Rep. for Boston, Maj. Gen. Militia. Ob. Octo. 8. 1793 AE 57 Son of Rev. John of Brantree [sic]." A March 27, 1798 letter to Judge Richard Cranch (1726-1818) from Jeremy Belknap (1744-1798, Harvard AB 1762) pasted into the back of the volume. Written only two months before his death, Belknap describes his plan to "go thro’ the whole Catalogue of the graduates of Harvard College, & relate all that’s proper to be related." Four leaves of biographical notes for the classes of 1642-1686 towards the beginning of the volume are in a different hand with the note "Rev Dr. Holmes's handwriting."

India & South Asia, 1821 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Hindoostan, J. & G. Menzies sculp. It was published by Baldwin, Cradock & Joy in 1821. Scale [1: 7,000,000]. Covers India, Bangladesh, Nepal, Bhutan, and portions of Afghanistan, Pakistan, China, Sri Lanka, and Maldives.The image inside the map neatline is georeferenced to the surface of the earth and fit to the Kalianpur 1975 India Zone III projected coordinate system. 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 administrative boundaries, shoreline features, and more. Relief shown by hachures. Includes inset: "Isle of Ceylon" ; scale [ca. 1: 4,500,000].This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.

Historic Massachusetts, a travel map to help you feel at home in the Bay State

designed and drawn by Ernest Dudley Chase.

Maine, New Hampshire, and Vermont, 1845 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of Maine, New Hampshire, and Vermont : compiled from the latest authorities, [by] J.H. Young, sc. It was published by S. Augustus Mitchell in 1845. Scale [ca. 1:1,001,000]. Covers also portions of New York, Massachusetts, and the provinces of Quebec and New Brunswick, Canada. The image inside the map neatline is georeferenced to the surface of the earth and fit to the USA Contiguous Albers Equal Area Conic projection (Meters). 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, or other information associated with the principal map. This map shows features such as roads, railroads, canals, drainage, state, county, and town boundaries, and more. Relief shown by hachures. Includes inset: North part of Maine. Scale [ca. 1:2,505,000]. This layer is part of a selection of digitally scanned and georeferenced historic maps of New England from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Sherbrooke, Eastern Townships and Kennebec Railway, New England, 1874 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of the Sherbrooke, Eastern Townships and Kennebec Railway : with connections, prepared by G.W. & C.B. Colton & Co. It was published in 1874. Scale [ca. 1:1,267,200]. Covers New Hampshire, Vermont, Massachusetts, Connecticut, Rhode Island, and portions of New Jersey, Pennsylvania, New York, Maine, and the province of Quebec, Canada. The image inside the map neatline is georeferenced to the surface of the earth and fit to the USA Contiguous Albers Equal Area Conic projection (Meters). 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, or other information associated with the principal map. This map shows features such as railroads, railroad connections and stations, drainage, state and county boundaries, and more. Includes inset: [Sherbrooke, Eastern Townships and Kennebec Railway in province of Québec]. Scale [ca. 1:921,600]. This layer is part of a selection of digitally scanned and georeferenced historic maps of New England from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Lower Manhattan, New York, N.Y., 1808 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Plan of the city of New York, 1808. It was published by the New York Common Council in the Manual of the corporation of the city of New York, for the years ... 1852. Facsimile copied from D. Longworth's map of 1808. Scale [ca. 1:7,500]. Covers lower Manhattan and portion of Brooklyn. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Universal Transverse Mercator (UTM) Zone 18N NAD83 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 roads, drainage, city wards, selected public buildings, ferry lines, wharves, and more. Relief is shown by hachures. Includes index to points of interest. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Seattle, Washington, 1920 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Seattle. It was published by Kroll Map Co. in 1920. Issued by the Seattle Chamber of Commerce. Scale [ca. 1:36,000]. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Washington State Plane North Coordinate System HARN NAD83 (in Feet) (Fipszone 4601). 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 roads, railroads, ferry routes, drainage, selected industry locations (e.g. mills, factories, mines, etc.), city boundaries, parks, cemeteries, docks, piers, and more. Includes index. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.