In-line rheo-optical microstructural characterization of complex polymer systems

Tese de Doutoramento em Ciência e Engenharia de Polímeros e Compósitos.

Préparation de réseaux organiques covalents monocristallins par polymérisation de composés polynitroso aromatiques.

La construction modulaire est une stratégie émergente qui permet la fabrication de matériaux ordonnés à l’échelle atomique. Elle consiste en l’association programmée de sous-unités moléculaires via des sites réactifs judicieusement sélectionnés. L’application de cette stratégie a d’ores et déjà produit des matériaux aux propriétés remarquables, notamment les réseaux organiques covalents, dans lesquels des atomes de carbone et d’autres éléments légers sont liés de manière covalente. Bien que des matériaux assemblés par des interactions non-covalentes puissent être préparés sous la forme de monocristaux macroscopiques de cette façon, ceci n’était pas possible dans le cas des réseaux organiques covalents. Afin de pallier cette lacune, nous avons choisi d’étudier des réactions de polymérisation réversibles ayant lieu par un mécanisme d’addition. En effet, l’hypothèse de départ de cette thèse suppose qu’un tel processus émule le phénomène de cristallisation classique – régi par des interactions non-covalentes – et favorise la formation de monocristaux de dimensions importantes. Pour tester la validité de cette hypothèse, nous avons choisi d’étudier la polymérisation des composés polynitroso aromatiques puisque la dimérisation des nitrosoarènes est réversible et procède par addition. Dans un premier temps, nous avons revu en profondeur la littérature portant sur la dimérisation des nitrosoarènes. À partir des données alors recueillies, nous avons conçu, dans un deuxième temps, une série de composés polynitroso ayant le potentiel de former des réseaux organiques covalents bi- et tridimensionnels. Les paramètres thermodynamiques propres à leur polymérisation ont pu être estimés grâce à l’étude de composés mononitroso modèles. Dans un troisième temps, nous avons synthétisé les divers composés polynitroso visés par notre étude. Pour y parvenir, nous avons eu à développer une nouvelle méthodologie de synthèse des poly(N-arylhydroxylamines) – les précurseurs directs aux composés polynitroso. Dans un quatrième temps, nous avons étudié la polymérisation des composés polynitroso. En dépit de difficultés d’ordre pratique causées par la polymérisation spontanée de ces composés, nous avons pu identifier les conditions propices à leur polymérisation en réseaux organiques covalents hautement cristallins. Plusieurs nouveaux réseaux covalents tridimensionnels ont ainsi été produits sous la forme de monocristaux de dimensions variant entre 30 µm et 500 µm, confirmant la validité de notre hypothèse de départ. Il a par conséquent été possible de résoudre la structure de ces cristaux par diffraction de rayons X sur monocristal, ce qui n’avait jamais été possible dans le passé pour ce genre de matériau. Ces cristaux sont remarquablement uniformes et les polymères qui les composent ont des masses moléculaires extrêmement élevées (1014-1017 g/mol). Toutefois, la polymérisation de la majorité des composés polynitroso étudiés a plutôt conduit à des solides amorphes ou à des solides cristallins constitués de la forme monomérique de ces composés. D’autres composés nitroso modèles ont alors été préparés afin d’expliquer ce comportement, et des hypothèses ont été émises à partir des données alors recueillies. Enfin, les structures de plusieurs composés polynitroso ayant cristallisés sous une forme monomérique ont été analysés en détails par diffraction des rayons X. Notre stratégie, qui consiste en l’utilisation de monomères ayant la capacité de polymériser spontanément par un processus d’addition réversible, semble donc prometteuse pour obtenir de nouveaux réseaux covalents monocristallins à partir de composés polynitroso ou d’autres monomères de nature similaire. De plus, les résultats présentés au cours de cette thèse établissent un lien entre la science des polymères et la chimie supramoléculaire, en illustrant comment des structures ordonnées, covalentes ou non covalentes, peuvent toutes deux être construites de façon prévisible.

Estratégia Saúde da Família: implantação de uma rede em Presidente Prudente - SP

This project was developed with the aim of contributing to the construction of a system of Unidades de Saúde da Família (USFs) to Presidente Prudente, a city located in the western region of São Paulo state. It was tried to bring to the architectural space the existing guidelines for the public service with the intention of create welcoming and functional environments and a net identity. Given these characteristics it was developed a modular construction system that allows the creation of new units in an agile manner and with a minimum quality standard. Since many of Presidente Prudente’s features are present in other Brazilian cities, the guidelines presented in this proposal will be useful to the work of managers in other cities of the country

ALMASat-1, ALMASat-EO and beyond: evolution of structural concepts and technologies towards multifunctional structures for microsatellites

Multifunctional Structures (MFS) represent one of the most promising disruptive technologies in the space industry. The possibility to merge spacecraft primary and secondary structures as well as attitude control, power management and onboard computing functions is expected to allow for mass, volume and integration effort savings. Additionally, this will bring the modular construction of spacecraft to a whole new level, by making the development and integration of spacecraft modules, or building blocks, leaner, reducing lead times from commissioning to launch from the current 3-6 years down to the order of 10 months, as foreseen by the latest Operationally Responsive Space (ORS) initiatives. Several basic functionalities have been integrated and tested in specimens of various natures over the last two decades. However, a more integrated, system-level approach was yet to be developed. The activity reported in this thesis was focused on the system-level approach to multifunctional structures for spacecraft, namely in the context of nano- and micro-satellites. This thesis documents the work undertaken in the context of the MFS program promoted by the European Space Agency under the Technology Readiness Program (TRP): a feasibility study, including specimens manufacturing and testing. The work sequence covered a state of the art review, with particular attention to traditional modular architectures implemented in ALMASat-1 and ALMASat-EO satellites, and requirements definition, followed by the development of a modular multi-purpose nano-spacecraft concept, and finally by the design, integration and testing of integrated MFS specimens. The approach for the integration of several critical functionalities into nano-spacecraft modules was validated and the overall performance of the system was verified through relevant functional and environmental testing at University of Bologna and University of Southampton laboratories.

Spatial and temporal flower presentation in Apiaceae-Apioideae

Alle Doldengewächse (Apiaceae), darunter die größte, weltweit verbreitete Unterfamilie der Apioideen, weisen in ihren Blütenständen sehr einheitliche Merkmale auf. Die ‚Doppeldolden´ werden aus kleinen, weißen oder gelben Blüten gebildet und von vielen unspezialisierten Insekten besucht. Der uniforme Eindruck, der damit erweckt wird, ist unter Umständen ein Grund, dass die zugrundeliegende Morphologie bislang wenig untersucht wurde. Gegenstand der vorliegenden Dissertation ist es daher, die ‚verborgene Diversität´ im Blütenstandsbereich der Apiaceae -Apioideen mit dem Ziel darzustellen, den Einfluss der Architektur der Pflanzen auf die Art der Blütenpräsentation in Raum und Zeit und damit auf das Reproduktionssystem der Art zu ermitteln. Im ersten Kapitel zeigt der Vergleich von neun ausgewählten Arten, dass in den selbstfertilen und unspezifisch bestäubten Pflanzen durch Synchronisation und Rhythmik in der Präsentation von Blüten Fremdbefruchtung gefördert wird. Entweder durchlaufen die Pflanzen dabei nur eine getrennte männliche und weibliche Blühphase (Xanthoselinum alsaticum) oder der moduläre Bau der Pflanzen führt zu einer Folge männlicher und weiblicher Blühphasen (multizyklische Dichogamie). Die Diözie in Trinia glauca kann in diesem Zusammenhang als eine Trennung der Blühphasen auf verschiedengeschlechtliche Individuen gesehen werden. Für die andromonözischen Arten wird gezeigt, dass der Anteil funktional männlicher Blüten mit steigender Doldenordnung nicht einheitlich zu- oder abnimmt. Dadurch fungieren die Pflanzen zu verschiedenen Zeiten und mit unterschiedlicher Stärke eher als Pollenrezeptoren oder Pollendonatoren. Es wird deutlich, dass das ‚uniforme Muster‘ der Apioideen mit Dolden verschiedener Ordnungen, dichogamen Blüten und deren diversen Geschlechtsausbildungen ein komplexes Raum-Zeit-Gefüge zur Optimierung des Reproduktionssystems darstellt. Das zweite Kapitel stellt die Ergebnisse von Manipulationsexperimenten (Handbestäubung, Bestäuberabschirmung, Entfernen von Dolden niedriger Ordnung) an Chaerophyllum bulbosum dar, die zeigen, dass das Raum-Zeit-Gefüge in der Präsentation der Blüten der Art erlaubt, flexibel auf Umwelteinflüsse zu reagieren. Es stellt sich heraus, dass mechanische Beschädigungen kaum Einfluss auf den Andromonöziegrad und prozentualen Fruchtansatz der Individuen nehmen. Grundvoraussetzung der Reaktionsfähigkeit ist wiederum deren modulärer Bau. Dieser erlaubt es den Pflanzen, zusammen mit dem andromonöziebedingten Reservoir an - geschlechtlich flexiblen - männlichen Blüten, in den später angelegten Dolden fehlenden Fruchtansatz der Blüten früh blühender Dolden zu kompensieren. Im dritten Kapitel wird eine vergleichende Merkmalsanalyse an 255 Apioideen-Arten vorgelegt, die alle Verwandtschaftskreise, Wuchsformen und Verbreitungsgebiete der Gruppe repräsentieren. Ziel der Analyse war die Identifizierung von Merkmalssyndromen, die den Zusammenhang zwischen Architektur und Reproduktionssystem verdeutlichen sollten. Interessanterweise sind die einzigen Merkmale, die miteinander einhergehen, Protogynie und die graduelle Abnahme männlicher Blüten mit steigender Doldenordnung. Alle anderen Merkmale variieren unabhängig voneinander und erzeugen auf vielen verschiedenen Wegen immer wieder das gleiche Funktionsmuster, das als ‚breeding syndrome‘ der Apioideae gedeutet werden kann. Die Arbeit leistet einen wichtigen Beitrag zum Verständnis der Blütenstände der Apiaceen und darüber hinaus zu morphologischer Variation in ‚unspezialisierten‘ Reproduktionssystemen. Offensichtlich liegt in den Apioideen der Selektionsdruck auf der Aufrechterhaltung der generalisistischen Bestäubung und überprägt alle morphologisch-phylogenetischen Merkmalsvarianten.

Criterios técnicos del proyecto con módulos tridimensionales ligeros: las casas del Solar Decathlon 2005 y 2007

Este trabajo se ocupa de la construcción modular ligera de viviendas unifamiliares, más concretamente aborda el problema de la definición constructiva de las mismas, habida cuenta de lo poco conocido y publicado de este aspecto en particular. Dado que la construcción es fruto de la evolución, resulta de gran importancia el estudio de los antecedentes para comprender la situación actual, por ello para documentar como corresponde el estado de la técnica y de la investigación se estudiaron los antecedentes desde sus primeras manifestaciones a finales del siglo XIX hasta nuestros días. Contrariamente a las profecías de Le Corbusier y otros, la industrialización no ha llegado a la construcción ni en la forma ni en la medida que era de esperar a principios del siglo XX. Sin embargo y a pesar del relativo “fracaso” de la industrialización en convertirse en la forma mayoritaria de producir edificios, lo cierto es que algunos sistemas altamente industrializados, como lo es la construcción modular ligera, han logrado un lugar en el mercado, que en algunos países resulta cuanto menos significativo. Delimitar el estado de la técnica y la situación actual es crucial en este trabajo, toda vez que la construcción industrializada la realizan empresas, y situarse al margen de las mismas y de su producción, nos guste o no, resulta contrario al sentido común. De este modo se han identificado y documentado ejemplos como el de EE.UU. y Japón, entre otros, que resultan muy ilustrativos tanto desde la evolución como del estado actual. Del estado de la técnica y la investigación también resulta la escasez de publicación de detalles constructivos específicos de la construcción modular ligera. Es obvio que los fabricantes intentan blindarse mediante el secreto industrial, logrando que las soluciones constructivas más interesantes queden fuertemente protegidas dentro del conocimiento reservado de la empresa. De este modo un sistema que alcanza grados de prefabricación del 95%, tan atractivo e interesante para el arquitecto queda reservado al conocimiento de unos pocos dentro de las empresas. La búsqueda de mayor información sobre estos sistemas encuentra un filón indiscutible en los proyectos de las casas del concurso Solar Decathlon. En efecto, debido a las condiciones particulares de este concurso, las casas que compiten deben ser instaladas en un plazo corto, por lo que en su mayoría recurren al método de construcción modular ligera, para lograr correctamente este objetivo. Adicionalmente todos los planos de proyecto incluidos los de detalle, así como memorias de especificaciones técnicas, quedan colgadas en la Web, a libre disposición del público. De este modo se ha considerado interesante, conveniente y útil, aprovechar como fuente documental de este trabajo, aparte de lo obtenido en el estado de la técnica y la investigación, los proyectos de las casas de los concursos 2005 y 2007, que fueron las dos últimas ediciones celebradas cuando se inició esta tesis. De modo similar a esta carencia de detalles publicados se observa igualmente una falta de investigación y de metodologías adecuadas a la misma sobre soluciones y detalles constructivos propios de la construcción modular ligera. Por eso y ante la dificultad de manejar adecuadamente una información disponible pero farragosa, este trabajo ha dedicado una parte importante de su esfuerzo a la creación de una metodología adecuada a este tipo de situación. Hay que destacar que cada proyecto puede constar fácilmente de 60 a casi 200 planos, sin contar las memorias técnicas y otros documentos, tales como galerías de imágenes, etc. Por otra parte resulta útil establecer esta metodología, no solo para esta tesis, sino para futuros trabajos de investigación sobre el tema, toda vez que con posterioridad a 2007 se han celebrado nuevas ediciones del concurso con su correspondiente volumen de información disponible. La metodología del análisis de los proyectos se basa en el diseño y creación de siete fichas tipo que resumen los aspectos fundamentales del proyecto desde el punto de vista constructivo, permitiendo de este modo su rápida visualización y comprensión sin pretender exhaustividad, ya que en caso de querer profundizar en el detalle de la información siempre está el proyecto original para ello. Tras estudiar la información obtenida de los proyectos de las casas de concurso, se contrastan y discuten los resultados para obtener conocimientos de interés para el objetivo propuesto en la tesis. Se comparan los resultados procedentes del estado de la técnica y de la investigación y se obtienen las conclusiones correspondientes. De este modo ha sido posible identificar una serie de criterios técnicos de proyecto de viviendas unifamiliares realizadas mediante construcción modular ligera, que además se organizan en varios niveles, por lo que el resultado es un conjunto de criterios como germen de una futura guía o manual. Como conclusiones fundamentales de la tesis hay que destacar las metodológicas, que habilitan la extensión de este estudio a otros trabajos y la aportación original al conocimiento con la definición de una serie de criterios técnicos de proyecto de viviendas realizadas mediante construcción modular ligera, que además de mejorar esta parte del saber constructivo serán de gran ayuda a los arquitectos de cara a la reducción de errores, que a menudo derivan en mayores costes y plazos, cuando no directamente al abandono del sistema constructivo. El trabajo de la tesis se estructura en siete capítulos a saber: Capítulo 1: Introducción, donde se explica el tema de la tesis, el objetivo principal, las limitaciones y se aportan algunas definiciones. Capítulo 2: Estado de la técnica y la investigación, dentro del cual se presentan los antecedentes desde sus inicios pasando por la primera y segunda mitad del siglo XX y finalizando con el estado actual que recorre los sistemas de EE.UU, Japón, Europa, Escandinavia, centro Europa, Francia, España y algunos ejemplos de Latinoamérica. En el estado de la investigación se presentan las publicaciones tanto en revistas científicas indexadas en el JCR, como publicaciones no indexadas en las que se muestran artículos científicos, comunicaciones a congresos, documentación sobre el concurso Solar Decathlon, libros específicos y libros genéricos sobre construcción modular ligera, tesis doctorales tanto generales como específicas sobre el concurso Solar Decathlon, documentos de idoneidad técnica, páginas Web del concurso Solar Decathlon y finalmente páginas Web de empresas de construcción modular ligera y patentes. También se expresan las conclusiones parciales del capítulo así también como la justificación y los objetivos particulares. Capítulo 3: Metodología, se expone en primer lugar el planteamiento del problema, para luego desarrollar los métodos utilizados para el estudio y clasificación del transporte y de la organización modular, la relación entre la organización modular y distribución espacial, el diseño y contenido de las fichas resumen de los 38 proyectos presentados al SD2005 y SD2007, así también como la información consultada para su realización. Se explica asimismo como se realizaron las tablas comparativas partiendo de la información de las fichas. Finalmente se expresa la manera en que se trató el estudio particular de la junta entre módulos. Capítulo 4: Discusión de resultados, dónde en primer lugar se presenta la clasificación y las estrategias del transporte así también como una clasificación de la organización modular, en segundo lugar se estudian las relaciones que existen entre el sistema modular y la organización espacial. A partir de aquí se muestra el estudio de la estructura de todas las casas del SD2005 y SD2007, según el tipo y material de las zapatas, mostrando tanto tablas cuantitativas como tablas gráficas con fotos. De la misma manera se tratan los forjados, los pilares y las vigas y las cubiertas. Se estudia además el cerramiento opaco y acristalado, la cubierta y el forjado según las capas que lo componen. En el caso de las instalaciones se estudian las que son especiales, descartando las normales en este tipo de casas, como son los paneles fotovoltaicos, placas térmicas o tubos de vacío y los sistemas de almacenamiento de energía, como las baterías, presentando tablas numéricas y gráficas con fotos. El transporte se analiza según corresponda al traslado de la vivienda o al transporte de apoyo, según el tipo y la cantidad utilizado. Con respecto al montaje se diferencia en si se usó grúa o no, y en el caso de no utilizarse se muestran los métodos alternativos. Con respecto a la exploración de la organización modular se presentan la cantidad de módulos que utilizó cada casa, así como también la cuantificación de los sistemas híbridos como son elementos lineales 1D, paneles 2D. Por último se muestra el estudio detallado de la junta entre módulos 3D. Finalmente se realiza la propuesta de un conjunto de criterios técnicos de proyecto organizado en cuatro niveles: 1º nivel de criterios generales, 2º nivel sobre sistemas constructivos, 3º nivel de detalles constructivos y el 4º nivel llamado logística obras previas, transporte y montaje. Capítulo 5: Conclusiones y líneas futuras de investigación, se exponen las conclusiones generales, metodológicas, documentales y por último las de construcción modular. Finalmente se realiza una propuesta de líneas futuras de investigación. Capítulo 6: Bibliografía. Capítulo 7: Anexos, en el que se presentan todas las fichas resumen de las casas realizadas por el autor de esta tesis. Además se incluyen los casos concretos de Voisin en Francia y la TVA (Tennessee Valley Authority) en EE.UU., así como referencias de manuales genéricos de construcción ligera, medidas de transporte en España e información sobre estadísticas de viviendas en la Unión Europea. ABSTRACT This paper deals with Light Modular Construction of houses, and specifically addresses the problem of the constructive definition of the same, given how little known and published this subject has been. Since building construction is the result of evolution, it is of great importance to study its background for understanding the current situation, therefore to document the state of the art and research, its history was studied from its origins dating to the end nineteenth century to our days. Contrary to the prophecies of Le Corbusier and others, industrialization has not reached the construction neither in the form nor to the extent that it was expected in the early twentieth century. However, despite the relative "failure" of industrialization to become the major form of production for buildings, the fact is that some highly industrialized systems, such as the so called Lightweight Modular Construction, have achieved a place in the market, which in some countries is at least significant. To outline the state of the art and the current situation is crucial in this work, since industrialized construction is carried out by companies, and to step away from them and their production, whether we like it or not, it is contrary to common sense. So that, several cases have been identified and documented, such as the US and Japan examples, among others, which are very illustrative both from evolution and the current status. The state of the art and research shows also a shortage of publication of specific construction details of light modular construction. Obviously, manufacturers try to shield themselves by trade secret, making the most interesting constructive solutions remain heavily protected within the reserved knowledge of the company, so a system that reaches levels of 95% prefabrication, so attractive and interesting for the architect It is reserved to the knowledge of a few people inside the companies. The search for more information on these systems finds an invaluable reef in the projects of the Solar Decathlon houses. Indeed, due to the particular conditions of this contest, houses competing must be installed in a short time, so mostly turn to modular construction methods for this purpose to achieve properly this goal. Additionally all levels of project, including detailed and technical specifications reports are published on the Web, freely available to the general public. Thus it was considered interesting, convenient and useful to take advantage as a documentary source of this work, apart from what it were obtained in the state of the art and research, the projects of the houses of the 2005 and 2007 contests, which were the last two editions already held before this thesis was started. Similar to this lack of published details it is also observed a lack of research and methodologies adapted to the solutions and construction details of lightweight modular construction. So that, and facing the difficulty of adequately manage the available but bulky information, this work has devoted a significant part of its effort to create an appropriate methodology for this type of situation. It is noteworthy that each project can easily consist of 60 to almost 200 blueprints, not including technical reports and other documents, such as photo galleries, etc. The methodology of the analysis of the projects is based on the design and creation of seven record sheets that summarize key aspects of the project from a construction point of view, thus allowing quick watching and understanding of the project, without claiming completeness, always keeping for further information the blueprints themselves. After studying the information obtained from the projects of the competition houses, the results are compared and discussed to obtain relevant knowledge according to the objective proposed in the thesis. The results from the state of the art and research are also compared and the conclusions so obtained make possible to identify a number of technical design criteria for single family homes made using lightweight modular construction, which also have been organized at various levels, so the result is a set of criteria as a seed for a future guide or manual. Among the main conclusions of the thesis must be noted the methodological ones, that enable the extension of this study to other works and are an original contribution to knowledge with the definition of a number of technical criteria for housing projects made by light modular construction, what in addition to improving this part of the constructive knowledge will be of great help for the architects to reduce errors that often result in higher costs and delays, if not in abandonment of the construction system itself. The work of the thesis is divided into seven chapters as follows: Chapter 1: Introduction, where the topic of the thesis, the main objective, limitations and the provided definitions is explained. Chapter 2: State of the art and research, within which history is presented from the beginning through the first and second half of the twentieth century and ending with the current systems, that spans from the USA to Japan, Europe, Scandinavia, Central Europe, France, Spain and some Latin American examples. In the state of research publications are presented both on scientific journals indexed in the JCR, and non-indexed publications in which scientific articles, conference papers, information about the Solar Decathlon competition, generic and specific books on light modular construction, articles both general and specific on the Solar Decathlon competition, technical approval documents, dissertations, the Solar Decathlon Web pages and finally lightweight modular construction companies Web pages and patents. The partial conclusions of the chapter as well as the rationale and specific objectives are also expressed. Chapter 3: Methodology first of all exposes the problem statement and then develops the methods used for the study and classification of transportation and modular organization, the relationship between the modular organization and spatial distribution, design and content summary records of the 38 projects submitted to the SD2005 and SD2007, as well as information consulted for its realization. It explains equally how the comparative tables based on information from the chips were made. Finally, the way the particular study of the joint between modules is carried out is also treated. Chapter 4: Discussion, first sorting a classification of transport strategies as well as of modular organization, secondly the relationship between the modular system and the spatial organization studied is presented. From then on, the study of the structure of every house Moreover, to establish this methodology is useful not only for this thesis, but for future research on the subject, since after 2007 there have been held new editions of the contest with a corresponding volume of information available. shown in the SD2005 and SD2007 contests, depending on the type and material of the shoe, showing both quantitative tables as graphic boards with pictures is carried out. Similarly slabs, columns and beams and roofs are treated. Furthermore, the opaque and transparent façades, as well as roof and floor enclosure, according to the layers that compose them are studied. In the case of facilities there have been only addressed that which are of a special type, discarding that considered usual in this type of houses such as photovoltaic panels, thermal panels or vacuum tubes and energy storage systems such as batteries, presenting numerical and graphical tables with photos .The transportation is analyzed depending on it is used to move the house or for additional support, depending on the type and quantity of items used. Regarding assembly it has been made a difference if crane is or not used and if not, what the alternative methods are. With respect to the exploration of the modular organization, the amount of modules used in each house is presented, as well as the quantification of hybrid systems such as linear members as well as 1D, 2D panels. Finally, it has been carried out the detailed study of the joint between 3D modules. Finally it is proposed a set of technical criteria organized into four levels, 1st level of general criteria, 2nd level on building systems, 3rd level construction details and 4th level called previous works and logistics, transportation and assembly. Chapter 5: Conclusions and future research, where general, methodological, documentary and finally modular construction findings are presented. A proposal for further research is done. Chapter 6: Bibliography. Chapter 7: Annexes, in which all the record sheets of houses made by the author of this thesis are presented. Besides the specific cases of Voisin in France and TVA (Tennessee Valley Authority) in the USA, as well as general reference manuals on lightweight construction, transportation dimensions in Spain, and information on housing statistics in the European Union are included.

Analysis and simulation of computer controlled cellular mobile radio systems

Cellular mobile radio systems will be of increasing importance in the future. This thesis describes research work concerned with the teletraffic capacity and the canputer control requirements of such systems. The work involves theoretical analysis and experimental investigations using digital computer simulation. New formulas are derived for the congestion in single-cell systems in which there are both land-to-mobile and mobile-to-mobile calls and in which mobile-to-mobile calls go via the base station. Two approaches are used, the first yields modified forms of the familiar Erlang and Engset formulas, while the second gives more complicated but more accurate formulas. The results of computer simulations to establish the accuracy of the formulas are described. New teletraffic formulas are also derived for the congestion in multi -cell systems. Fixed, dynamic and hybrid channel assignments are considered. The formulas agree with previously published simulation results. Simulation programs are described for the evaluation of the speech traffic of mobiles and for the investigation of a possible computer network for the control of the speech traffic. The programs were developed according to the structured progranming approach leading to programs of modular construction. Two simulation methods are used for the speech traffic: the roulette method and the time-true method. The first is economical but has some restriction, while the second is expensive but gives comprehensive answers. The proposed control network operates at three hierarchical levels performing various control functions which include: the setting-up and clearing-down of calls, the hand-over of calls between cells and the address-changing of mobiles travelling between cities. The results demonstrate the feasibility of the control netwvork and indicate that small mini -computers inter-connected via voice grade data channels would be capable of providing satisfactory control

Roof modular system in wood and particle board (OSB) to rural construction

Wood is a material of great applicability in construction, with advantageous properties to form various structural systems, such as walls and roof. Most of the roof structural systems follow models that have remained unchanged for a long time. A roof modular system in distinguished materials is proposed: reforested wood (Pine), oriented strand board (OSB) and roof tiles made of recycled long-life packaging material in order to be applied in rural construction. In this alternative, besides the benefit of giving destination packages with long-life thermal comfort, it also highlights the use of reforestated wood being the cultivation of such species that provides incentive for agribusiness. The structural performance of this alternative was evaluated through computer modeling and test results of two modular panels. The analysis is based on the results of vertical displacements, deformations and stresses. A positive correlation between theoretical and experimental values was observed, indicating the model's feasibility for use in roof structures. Therefore, the modular system represents a solution to new architecture conceptions to rural construction, for example, storage construction, cattle handling and poultry, with benefits provided by prefabricated building systems.

TectoRNA: modular assembly units for the construction of RNA nano-objects

Structural information on complex biological RNA molecules can be exploited to design tectoRNAs or artificial modular RNA units that can self-assemble through tertiary interactions thereby forming nanoscale RNA objects. The selective interactions of hairpin tetraloops with their receptors can be used to mediate tectoRNA assembly. Here we report on the modulation of the specificity and the strength of tectoRNA assembly (in the nanomolar to micromolar range) by variation of the length of the RNA subunits, the nature of their interacting motifs and the degree of flexibility of linker regions incorporated into the molecules. The association is also dependent on the concentration of magnesium. Monitoring of tectoRNA assembly by lead(II) cleavage protection indicates that some degree of structural flexibility is required for optimal binding. With tectoRNAs one can compare the binding affinities of different tertiary motifs and quantify the strength of individual interactions. Furthermore, in analogy to the synthons used in organic chemistry to synthesize more complex organic compounds, tectoRNAs form the basic assembly units for constructing complex RNA structures on the nanometer scale. Thus, tectoRNA provides a means for constructing molecular scaffoldings that organize functional modules in three-dimensional space for a wide range of applications.

Applicability of non-modular assessment in construction management and allied undergraduate programmes:perspective of the academics involved

Undergraduate programmes on construction management and other closely related built environment disciplines are currently taught and assessed on a modular basis. This is the case in the UK and in many other countries globally. However, it can be argued that professionally oriented programmes like these are better assessed on a non-modular basis, in order to produce graduates who can apply knowledge on different subject contents in cohesion to solve complex practical scenarios in their work environments. The examples of medical programmes where students are assessed on a non-modular basis can be cited as areas where this is already being done. A preliminary study was undertaken to explore the applicability of non-modular assessment within construction management undergraduate education. A selected sample of university academics was interviewed to gather their perspectives on applicability of non-modular assessment. General acceptance was observed among the academics involved that integrating non-modular assessment is applicable and will be beneficial. All academics stated that at least some form of non-modular assessment as being currently used in their programmes. Examples where cross-modular knowledge is assessed included comprehensive/multi-disciplinary project modules and creating larger modules to amalgamate a number of related subject areas. As opposed to a complete shift from modular to non-modular, an approach where non-modular assessment is integrated and its use further expanded within the current system is therefore suggested. This is due to the potential benefits associated with this form of assessment to professionally aligned built environment programmes

Eco-wall modular solutions for buildings

This paper discusses the development of modular solutions for eco low-cost houses based on a pre-fabricated modular wall system environmentally sustainable, socioeconomically competitive and geared towards developing African nations with a housing deficit. The key point to the research of a modular wall solution is a structural layer complemented with local and materials made by non-specialized workforce. This wall also meets also hydrothermal acoustic and mechanical properties. Thus,the solution also offers good safety and interior comfort conditions to its users while maintaining the flexibility to expand the size of the house. Parameters as dimensions, materials and constructive processes of the existing housing stock were studied. Features such as the family size, typology, different uses, common materials, existing regulations, minimal living conditions, safety and comfort have also been considered to achieve the most efficient solution.

Affordable prefabricated modular houses using cement and polymer based materials and advanced design tools

By taking advantage of the appropriate use of cement and polymer based materials and advanced computational tools, a pre-fabricated affordable house was built in a modular system. Modular system refers to the complete structure that is built-up by assembling pre-fabricated sandwich panels composed of steel fibre reinforced self-compacting concrete (SFRSCC) outer layers that are connected by innovative glass fibre reinforced polymer (GFRP) connectors, resulting in a panel with adequate structural, acoustic, and thermal insulation properties. The modular house was prepared for a typical family of six members, but its living area can be easily increased by assembling other pre-fabricated elements. The speed of construction and the cost of the constructive elements make these houses competitive when compared to traditional solutions. In this paper the relevant research subjacent to this project (LEGOUSE) is briefly described, as well as the construction process of the built real scale prototype.

Study of natural ventilation for a modular façade system in wind tunnel tests

Wind tunnel tests are a reliable tool to determine the effect of natural ventilation on buildings. This paper presents results of wind tunnel tests conducted to evaluate the influence of ventilation modules positioning on a façade system. Modules positioning was modified, resulting in different façade configurations. The tests were carried out with the use of a model, varying the position of the ventilation modules in the façade configuration. The cases tested were six ventilation modules positioned below the window-sill (ventilated window-sill), and three ventilation modules positioned above and below the façade. The façade system proposed was movable and interchangeable so that the same basic model could be used to test the possibilities for ventilation. Wind speed measurements were taken inside and outside the model for the different façades configurations to evaluate the best performance in relation to natural ventilation. Singleâ sided and Cross ventilation were considered for wind speed measurements. Results show the use of six ventilation modules positioned below the window-sill, forming "a ventilated window-sill" is the best solution in terms of natural ventilation.

Retaining Wall - Modular Unit Reinforced Earth Tensar Geogrid Reinforcement, HR-549, 1998

This research, initiated in October 1992, was located at the intersection of Blairs Ferry Road and Lindale Drive in the City of Marion. The wall is located on the southeast corner of the intersection. Reinforced retaining wall construction started with a five inch base of roadstone with one inch of sand for leveling purposes. One and one-half to two feet of one inch clean stone was placed behind the blocks. A four inch perforated plastic pipe was placed approximately nine inches from the bottom of the one inch clean stone. The Tenswal, tensar geogrid was placed at every third layer. Openings in the Tenswal are hooked over plastic dowels in the blocks. The tenswal reaches from the face of the wall back 5' to 8'. The cost for constructing this wall was $124,400. The wall has performed well for the past five years. The wall improves the aesthetics of a high traffic volume intersection of an urban area. Many positive comments have been received by the city regarding its appearance. The City of Marion has been pleased with the wall and has used this type of wall on subsequent projects.

Dynamic Facility Location with Modular Capacities : Models, Algorithms and Applications in Forestry

Les décisions de localisation sont souvent soumises à des aspects dynamiques comme des changements dans la demande des clients. Pour y répondre, la solution consiste à considérer une flexibilité accrue concernant l’emplacement et la capacité des installations. Même lorsque la demande est prévisible, trouver le planning optimal pour le déploiement et l'ajustement dynamique des capacités reste un défi. Dans cette thèse, nous nous concentrons sur des problèmes de localisation avec périodes multiples, et permettant l'ajustement dynamique des capacités, en particulier ceux avec des structures de coûts complexes. Nous étudions ces problèmes sous différents points de vue de recherche opérationnelle, en présentant et en comparant plusieurs modèles de programmation linéaire en nombres entiers (PLNE), l'évaluation de leur utilisation dans la pratique et en développant des algorithmes de résolution efficaces. Cette thèse est divisée en quatre parties. Tout d’abord, nous présentons le contexte industriel à l’origine de nos travaux: une compagnie forestière qui a besoin de localiser des campements pour accueillir les travailleurs forestiers. Nous présentons un modèle PLNE permettant la construction de nouveaux campements, l’extension, le déplacement et la fermeture temporaire partielle des campements existants. Ce modèle utilise des contraintes de capacité particulières, ainsi qu’une structure de coût à économie d’échelle sur plusieurs niveaux. L'utilité du modèle est évaluée par deux études de cas. La deuxième partie introduit le problème dynamique de localisation avec des capacités modulaires généralisées. Le modèle généralise plusieurs problèmes dynamiques de localisation et fournit de meilleures bornes de la relaxation linéaire que leurs formulations spécialisées. Le modèle peut résoudre des problèmes de localisation où les coûts pour les changements de capacité sont définis pour toutes les paires de niveaux de capacité, comme c'est le cas dans le problème industriel mentionnée ci-dessus. Il est appliqué à trois cas particuliers: l'expansion et la réduction des capacités, la fermeture temporaire des installations, et la combinaison des deux. Nous démontrons des relations de dominance entre notre formulation et les modèles existants pour les cas particuliers. Des expériences de calcul sur un grand nombre d’instances générées aléatoirement jusqu’à 100 installations et 1000 clients, montrent que notre modèle peut obtenir des solutions optimales plus rapidement que les formulations spécialisées existantes. Compte tenu de la complexité des modèles précédents pour les grandes instances, la troisième partie de la thèse propose des heuristiques lagrangiennes. Basées sur les méthodes du sous-gradient et des faisceaux, elles trouvent des solutions de bonne qualité même pour les instances de grande taille comportant jusqu’à 250 installations et 1000 clients. Nous améliorons ensuite la qualité de la solution obtenue en résolvent un modèle PLNE restreint qui tire parti des informations recueillies lors de la résolution du dual lagrangien. Les résultats des calculs montrent que les heuristiques donnent rapidement des solutions de bonne qualité, même pour les instances où les solveurs génériques ne trouvent pas de solutions réalisables. Finalement, nous adaptons les heuristiques précédentes pour résoudre le problème industriel. Deux relaxations différentes sont proposées et comparées. Des extensions des concepts précédents sont présentées afin d'assurer une résolution fiable en un temps raisonnable.