Projecto de fundações e estrutura de um edifício de 4 pisos em Lisboa, destinado a habitação

O objectivo deste trabalho consiste na elaboração de um projecto de estruturas de um edifício, desde a fase de concepção estrutural até à fase de pormenorização, passando obviamente pelo dimensionamento. O trabalho foi motivo para aplicação dos conhecimentos adquiridos durante o curso, na prática de projecto de estruturas, nomeadamente na utilização da regulamentação europeia de estruturas que está para entrar em vigor. O projecto foi elaborado a partir do projecto base de arquitectura e diz respeito a um conjunto de 4 edifícios de habitação separados por junta de dilatação, a construir em Lisboa. A estrutura em betão armado constituída por lajes fungiformes maciças apoiadas em pilares, paredes de betão e vigas, foi analisada com recurso a um programa de cálculo automático de elementos finitos SAP 200 V14.2.4. Para a execução deste trabalho recorreu-se à regulamentação europeia, nomeadamente o Eurocódigo 0, o Eurocódigo 1, o Eurocódigo 2 e o Eurocódigo 8, na sua versão final de Norma Portuguesa. Os critérios de dimensionamento bem como as disposições construtivas relativas a armaduras de betão são detalhadamente referidos ao longo do trabalho. Embora a análise estrutural tenha sido efectuada para quatro edifícios, os desenhos de pormenorização de betão armado são apresentados relativamente apenas ao edifício Nº1. Optou-se por esta solução em virtude de os edifícios serem semelhantes.

Projecto de fundações e estrutura de um edifício de habitação utilizando os eurocódigos estruturais

Trabalho de Projecto para obtenção do grau de Mestre em Engenharia Civil Perfil Estruturas

Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo

Trabalho académico com o objetivo do autor desenvolver um estudo prévio e um projeto de uma travessia sobre o rio Lima, na cidade de Viana do Castelo constituída por uma ponte de tirantes rodoferroviária. O projeto académico visa, também, desenvolver e compreender: os conceitos básicos, as metodologias de conceção, e o funcionamento de estruturas desse género. O motivo principal da escolha do tema é a necessidade de uma alternativa à ponte Eiffel em Viana do Castelo, e juntando o facto de em Portugal não existir nenhuma obra de arte de tirantes rodoferroviária até ao presente, seria interessante estudar e projetar uma estrutura rodoferroviária de tirantes. Das diversas possibilidades de sistemas estruturais estudados, adotou-se uma ponte que acomodará 4 vias rodoviárias e 2 vias ferroviárias, com um desenvolvimento total de 660 metros, constituída por dois vãos laterais com 165 metros cada um, e com um vão central de 330 metros. A obra de arte será em semi-leque com dois planos de tirantes, ancorados a duas torres de betão em Y invertido de altura aproximadamente de 110 metros. O tabuleiro será duplo misto aço-betão, constituído por duas vigas trianguladas do tipo Warren, e por carlingas, afastadas entre si de 15 metros com secções tubulares metálicas de espessura variável. As carlingas ao nível superior suportam a laje de betão, que constitui a rodovia, e inferiormente, suportam outra laje de betão para a parte ferroviária. O trabalho inicia-se com o enquadramento conceptual geral da envolvente da obra de arte, seguidamente com apresentação da evolução histórica ao longo do tempo das pontes de tirantes, e à apresentação de algumas pontes rodoferroviárias de tirantes. É realizada uma análise preliminar, onde se estudam as restrições, as condicionantes, o local de implantação, e o sistema da configuração geométrica a adotar na conceção estrutural. São descritos todos os tipos de materiais, equipamentos a utilizar, bem como as suas características mecânicas necessárias para o cálculo estrutural. A quantificação das ações e das combinações de cálculo efetuaram-se de acordo com as normas em vigor nacionais e europeias, designadamente os Eurocódigos das várias especialidades e o Regulamento de Segurança e Ações para Estruturas de Edifícios e Pontes. Efetuou-se um pré-dimensionamento e uma otimização de vários sistemas estruturais possíveis de todos os elementos estruturais, tendo em conta variáveis de estudo como a economia e a resistência estrutural das secções, por forma a chegar à solução final. A estrutura foi discretizada e analisada num modelo estático tridimensional num programa de cálculo automático. A análise de resultados foi efetuada longitudinalmente para a verificação dos Estados Limites Últimos e Estados Limites de Utilização dos elementos estruturais que constituem a ponte. Foi ainda efetuada uma estimativa orçamental da ponte no rio Lima na cidade de Viana do Castelo.

Interação entre arquiteto e engenheiro de estruturas em fases preliminares da conceção estrutural: oportunidades e desafios das metodologias BIM

Dissertação de mestrado integrado em Engenharia Civil

A concepção estrutural como expressão plástica: um olhar tectônico sobre arquitetura em madeira

This work regards to the structural conception as a formal element of design in wood architecture. On this approach, the group of projects studied is formed by some realized works of two important Brazilian architects: Severiano Porto and Marcos Acayaba. The time interval comprises the period from 1971 to 1997, which correspond respectively to the years of the creation of first and the last of the analyzed constructions. The research perspective concerns to the relationship between the parts, the whole and the building techniques adopted in each project. Moreover, the analysis focuses on the structure as the link among the different projectual ideas. Thus, the research method firstly includes a survey of specific bibliographies and documents which refer to the structural conception in wood architecture. Secondly,the buildings are analyzed according to the methods of architectural composition discussed through this work.

A cost optimization-based design of precast concrete floors using genetic algorithms

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

A concepção estrutural como expressão plástica: um olhar tectônico sobre arquitetura em madeira

This work regards to the structural conception as a formal element of design in wood architecture. On this approach, the group of projects studied is formed by some realized works of two important Brazilian architects: Severiano Porto and Marcos Acayaba. The time interval comprises the period from 1971 to 1997, which correspond respectively to the years of the creation of first and the last of the analyzed constructions. The research perspective concerns to the relationship between the parts, the whole and the building techniques adopted in each project. Moreover, the analysis focuses on the structure as the link among the different projectual ideas. Thus, the research method firstly includes a survey of specific bibliographies and documents which refer to the structural conception in wood architecture. Secondly,the buildings are analyzed according to the methods of architectural composition discussed through this work.

A concepção estrutural como expressão plástica: um olhar tectônico sobre arquitetura em madeira

This work regards to the structural conception as a formal element of design in wood architecture. On this approach, the group of projects studied is formed by some realized works of two important Brazilian architects: Severiano Porto and Marcos Acayaba. The time interval comprises the period from 1971 to 1997, which correspond respectively to the years of the creation of first and the last of the analyzed constructions. The research perspective concerns to the relationship between the parts, the whole and the building techniques adopted in each project. Moreover, the analysis focuses on the structure as the link among the different projectual ideas. Thus, the research method firstly includes a survey of specific bibliographies and documents which refer to the structural conception in wood architecture. Secondly,the buildings are analyzed according to the methods of architectural composition discussed through this work.

Survey and dynamic behaviour of the Our Lady of Conception Church, Portugal

The Our Lady of Conception church is located in village of Monforte (Portugal) and is not in use nowadays. The church presents structural damage and, consequently, a study was carried out. The study involved the survey of the damage, dynamic identification tests under ambient vibration and the numerical analysis. The church is constituted by the central nave, the chancel, the sacristy and the corridor to access the pulpit. The masonry walls present different thickness, namely 0.65 m in the chancel, 0.70 m in the sacristy, 0.92 in the central nave and 0.65 m in the corridor. The masonry walls present 8 buttresses with different dimensions. The total longitudinal and transversal dimensions of the church are equal to 21.10 m and 14.26 m, respectively. The survey of the damage showed that, in general, the masonry walls are in good conditions, with exception of the transversal walls of the nave, which present severe cracks. The arches of the vault presents also severe cracks along the central nave. As consequence, the infiltrations have increased the degradation of the vault and paintings. Furthermore, the foundations present settlements in the Southwest direction. The dynamic identification test were carried out under the action of ambient excitation of the wind and using 12 piezoelectric accelerometers of high sensitivity. The dynamic identification tests allowed to estimate the dynamic properties of the church, namely frequencies, mode shapes and damping ratios. A FEM numerical model was prepared and calibrated, based on the first four experimental modes estimated in the dynamic identification tests. The average error between the experimental and numerical frequencies of the first four modes is equal to 5%. After calibration of the numerical model, pushover analyses with a load pattern proportional to the mass, in the transversal and longitudinal direction of the church, were performed. The results of the analysis numerical allow to conclude that the most vulnerable direction of the church is in the transversal one and the maximum load factor is equal to 0.35.

Space-time within general relativity : a structural realist understanding

ABSTRACT This dissertation investigates the, nature of space-time as described by the theory of general relativity. It mainly argues that space-time can be naturally interpreted as a physical structure in the precise sense of a network of concrete space-time relations among concrete space-time points that do not possess any intrinsic properties and any intrinsic identity. Such an interpretation is fundamentally based on two related key features of general relativity, namely substantive general covariance and background independence, where substantive general covariance is understood as a gauge-theoretic invariance under active diffeomorphisms and background independence is understood in the sense that the metric (or gravitational) field is dynamical and that, strictly speaking, it cannot be uniquely split into a purely gravitational part and a fixed purely inertial part or background. More broadly, a precise notion of (physical) structure is developed within the framework of a moderate version of structural realism understood as a metaphysical claim about what there is in the world. So, the developement of this moderate structural realism pursues two main aims. The first is purely metaphysical, the aim being to develop a coherent metaphysics of structures and of objects (particular attention is paid to the questions of identity and individuality of these latter within this structural realist framework). The second is to argue that moderate structural realism provides a convincing interpretation of the world as described by fundamental physics and in particular of space-time as described by general relativity. This structuralist interpretation of space-time is discussed within the traditional substantivalist-relationalist debate, which is best understood within the broader framework of the question about the relationship between space-time on the one hand and matter on the other. In particular, it is claimed that space-time structuralism does not constitute a 'tertium quid' in the traditional debate. Some new light on the question of the nature of space-time may be shed from the fundamental foundational issue of space-time singularities. Their possible 'non-local' (or global) feature is discussed in some detail and it is argued that a broad structuralist conception of space-time may provide a physically meaningful understanding of space-time singularities, which is not plagued by the conceptual difficulties of the usual atomsitic framework. Indeed, part of these difficulties may come from the standard differential geometric description of space-time, which encodes to some extent this atomistic framework; it raises the question of the importance of the mathematical formalism for the interpretation of space-time.

Ecosystem architecture design: endogenous and exogenous structural properties

The aim of this dissertation is to bridge and synthesize the different streams of literature addressing ecosystem architecture through a multiple‐lens perspective. In addition, the structural properties of and processes to design and manage the architecture will be examined. With this approach, the oft‐neglected actor‐structure duality is addressed and both the position and structure, and action and process are under scrutiny. Further, the developed framework and empirical evidence offer valuable insights on how firms collectively create value and individually appropriate value. The dissertation is divided into two parts. The first part comprises a literature review, as well as the conclusions of the whole study, and the second part includes six research publications. The dissertation is based on three different reasoning logics: abduction, induction and deduction; related qualitative and quantitative methodologies are utilized in the empirical examination of the phenomenon in the information and communication technology industry. The results suggest firstly that there are endogenous and exogenous structural properties of the ecosystem architecture. Out of these, the former ones can be more easily influenced by a particular actor whereas the latter ones are taken more or less for granted. Secondly, the exogenous ecosystem design properties influence the value creation potential of the ecosystem whereas the endogenous ecosystem design properties influence the value appropriation potential of a particular actor in the ecosystem. Thirdly, the study suggests that there is a relationship between endogenous and exogenous structural properties in that the endogenous properties can be leveraged to create and reconfigure the exogenous properties whereas the exogenous properties prose opportunities and restrictions on the use of endogenous properties. In addition, the study suggests that there are different emergent and engineered processes to design and manage ecosystem architecture and to influence both the endogenous and exogenous structural properties of ecosystem architecture. This study makes three main contributions. First, on the conceptual level, it brings coherence and direction to the fast growing body of literature on novel inter‐organizational arrangements, such as ecosystems. It does this by bridging and synthetizing three different streams of literature, namely the boundary, design and orchestration conception. Secondly, it sets out a framework that enhances our understanding of the structural properties of ecosystem architecture; of the processes to design and manage ecosystem architecture; and of their influence on the value creation potential of the ecosystem and the value capture potential of a particular firm. Thirdly, it offers empirical evidence of the structural properties and processes.

Conception de microARNs pour attenuer l'expression de genes

Les microARNs appartiennent à la famille des petits ARNs non-codants et agissent comme inhibiteurs des ARN messagers et/ou de leurs produits protéiques. Les mi- croARNs sont différents des petits ARNs interférants (siARN) car ils atténuent l’ex- pression au lieu de l’éliminer. Dans les dernières années, de nombreux microARNs et leurs cibles ont été découverts chez les mammifères et les plantes. La bioinforma- tique joue un rôle important dans ce domaine, et des programmes informatiques de découvertes de cibles ont été mis à la disposition de la communauté scientifique. Les microARNs peuvent réguler chacun des centaines de gènes, et les profils d’expression de ces derniers peuvent servir comme classificateurs de certains cancers. La modélisation des microARNs artificiels est donc justifiable, où l’un pourrait cibler des oncogènes surexprimés et promouvoir une prolifération de cellules en santé. Un outil pour créer des microARNs artificiels, nommé MultiTar V1.0, a été créé et est disponible comme application web. L’outil se base sur des propriétés structurelles et biochimiques des microARNs et utilise la recherche tabou, une métaheuristique. Il est démontré que des microARNs conçus in-silico peuvent avoir des effets lorsque testés in-vitro. Les sé- quences 3’UTR des gènes E2F1, E2F2 et E2F3 ont été soumises en entrée au programme MultiTar, et les microARNs prédits ont ensuite été testés avec des essais luciférases, des western blots et des courbes de croissance cellulaire. Au moins un microARN artificiel est capable de réguler les trois gènes par essais luciférases, et chacun des microARNs a pu réguler l’expression de E2F1 et E2F2 dans les western blots. Les courbes de crois- sance démontrent que chacun des microARNs interfère avec la croissance cellulaire. Ces résultats ouvrent de nouvelles portes vers des possibilités thérapeutiques.

Fabrication, caractérisation et étude électrochimique de microcapsules conductrices à base de dérivés carbazole aminés pour la conception de biopiles enzymatiques

L’objectif général de cette thèse est de développer une plateforme d’immobilisation d’enzymes efficace pour application en biopile. Grâce à la microencapsulation ainsi qu’au choix judicieux des matériaux polymériques pour la fabrication de la plateforme d’immobilisation, l’efficacité du transfert électronique entre l’enzyme encapsulée et l’électrode serait amélioré. Du même coup, les biopiles employant cette plateforme d’immobilisation d’enzymes pourrait voir leur puissance délivrée être grandement augmentée et atteindre les niveaux nécessaires à l’alimentation d’implants artificiels pouvant remplacer des organes telque le pancréas, les reins, le sphincter urinaire et le coeur. Dans un premier temps, le p-phénylènediamine a été employé comme substrat pour la caractérisation de la laccase encapsulée dans des microcapsules de poly(éthylèneimine). La diffusion de ce substrat à travers les microcapsules a été étudiée sous diverses conditions par l’entremise de son oxidation électrochimique et enzymatique afin d’en évaluer sa réversibilité et sa stabilité. La voltampérométrie cyclique, l’électrode à disque tournante (rotating disk electrode - RDE) et l’électrode à O2 ont été les techniques employées pour cette étude. Par la suite, la famille des poly(aminocarbazoles) et leurs dérivés a été identifée pour remplacer le poly(éthylèneimine) dans la conception de microcapsules. Ces polymères possèdent sur leurs unités de répétition (mono- ou diamino) des amines primaires qui seraient disponibles lors de la polymérisation interfaciale avec un agent réticulant tel qu’un chlorure de diacide. De plus, le 1,8-diaminocarbazole (unité de répétition) possède, une fois polymérisé, les propriétés électrochimiques recherchées pour un transfert d’électrons efficace entre l’enzyme et l’électrode. Il a toutefois été nécessaire de développer une route de synthèse afin d’obtenir le 1,8-diaminocarbazole puisque le protocole de synthèse disponible dans la littérature a été jugé non viable pour être utilisé à grande échelle. De plus, aucun protocole de synthèse pour obtenir du poly(1,8-diaminocarbazole) directement n’a été trouvé. Ainsi, deux isomères de structure (1,6 et 1,8-diaminocarbazole) ont pu être synthétisés en deux étapes. La première étape consistait en une substitution électrophile du 3,6-dibromocarbazole en positions 1,8 et/ou 1,6 par des groupements nitro. Par la suite, une réaction de déhalogénation réductive à été réalisée en utilisant le Et3N et 10% Pd/C comme catalyseur dans le méthanol sous atmosphère d’hydrogène. De plus, lors de la première étape de synthèse, le composé 3,6-dibromo-1-nitro-carbazole a été obtenu; un monomère clé pour la synthèse du copolymère conducteur employé. Finalement, la fabrication de microcapsules conductrices a été réalisée en incorporant le copolymère poly[(9H-octylcarbazol-3,6-diyl)-alt-co-(2-amino-9H-carbazol-3,6-diyl)] au PEI. Ce copolymère a pu être synthétisé en grande quantité pour en permettre son utilisation lors de la fabrication de microcapsules. Son comportement électrochimique s’apparentait à celui du poly(1,8-diaminocarbazole). Ces microcapsules, avec laccase encapsulée, sont suffisamment perméables au PPD pour permettre une activité enzymatique détectable par électrode à O2. Par la suite, la modification de la surface d’une électrode de platine a pu être réalisée en utilisant ces microcapsules pour l’obtention d’une bioélectrode. Ainsi, la validité de cette plateforme d’immobilisation d’enzymes développée, au cours de cette thèse, a été démontrée par le biais de l’augmentation de l’efficacité du transfert électronique entre l’enzyme encapsulée et l’électrode.

Conception, synthèse et caractérisation de nouvelles macromolécules branchées biocompatibles pour encapsuler des principes actifs hydrophobes

La vectorisation des médicaments est une approche très prometteuse tant sur le plan médical qu’économique pour la livraison des substances actives ayant une faible biodisponibilité. Dans ce contexte, les polymères en étoile et les dendrimères, macromolécules symétriques et branchées, semblent être les solutions de vectorisation les plus attrayantes. En effet, ces structures peuvent combiner efficacement une stabilité élevée dans les milieux biologiques à une capacité d’encapsulation des principes actifs. Grâce à leur architecture bien définie, ils permettent d’atteindre un très haut niveau de reproductibilité de résultats, tout en évitant le problème de polydispersité. Bien que des nombreuses structures dendritiques aient été proposées ces dernières années, il est cependant à noter que la conception de nouveaux nanovecteurs dendritiques efficaces est toujours d’actualité. Ceci s’explique par des nombreuses raisons telles que celles liées à la biocompatibilité, l’efficacité d’encapsulation des agents thérapeutiques, ainsi que par des raisons économiques. Dans ce projet, de nouvelles macromolécules branchées biocompatibles ont été conçues, synthétisées et évaluées. Pour augmenter leur efficacité en tant qu’agents d’encapsulations des principes actifs hydrophobes, les structures de ces macromolécules incluent un coeur central hydrophobe à base de porphyrine, décanediol ou trioléine modifié et, également, une couche externe hydrophile à base d’acide succinique et de polyéthylène glycol. Le choix des éléments structuraux de futures dendrimères a été basé sur les données de biocompatibilité, les résultats de nos travaux de synthèse préliminaires, ainsi que les résultats de simulation in silico réalisée par une méthode de mécanique moléculaire. Ces travaux ont permis de choisir des composés les plus prometteurs pour former efficacement et d’une manière bien contrôlable des macromolécules polyesters. Ils ont aussi permis d’évaluer au préalable la capacité de futurs dendrimères de capter une molécule médicamenteuse (itraconazole). Durant cette étape, plusieurs nouveaux composés intermédiaires ont été obtenus. L’optimisation des conditions menant à des rendements réactionnels élevés a été réalisée. En se basant sur les travaux préliminaires, l’assemblage de nouveaux dendrimères de première et de deuxième génération a été effectué, en utilisant les approches de synthèse divergente et convergente. La structure de nouveaux composés a été prouvée par les techniques RMN du proton et du carbone 13C, spectroscopie FTIR, UV-Vis, analyse élémentaire, spectrométrie de masse et GPC. La biocompatibilité de produits a été évaluée par les tests de cytotoxicité avec le MTT sur les macrophages murins RAW-262.7. La capacité d’encapsuler les principes actifs hydrophobes a été étudiée par les tests avec l’itraconazole, un antifongique puissant mais peu biodisponible. La taille de nanoparticules formées dans les solutions aqueuses a été mesurée par la technique DLS. Ces mesures ont montré que toutes les structures dendritiques ont tendance à former des micelles, ce qui exclue leurs applications en tant que nanocapsules unimoléculaires. L’activité antifongique des formulations d’itraconazole encapsulé avec les dendrimères a été étudiée sur une espèce d’un champignon pathogène Candida albicans. Ces tests ont permis de conclure que pour assurer l’efficacité du traitement, un meilleur contrôle sur le relargage du principe actif était nécessaire.

Creep and damage models for the service behaviour of structural members

Deformability is often a crucial to the conception of many civil-engineering structural elements. Also, design is all the more burdensome if both long- and short-term deformability has to be considered. In this thesis, long- and short-term deformability has been studied from the material and the structural modelling point of view. Moreover, two materials have been handled: pultruded composites and concrete. A new finite element model for thin-walled beams has been introduced. As a main assumption, cross-sections rigid are considered rigid in their plane; this hypothesis replaces that of the classical beam theory of plane cross-sections in the deformed state. That also allows reducing the total number of degrees of freedom, and therefore making analysis faster compared with twodimensional finite elements. Longitudinal direction warping is left free, allowing describing phenomena such as the shear lag. The new finite-element model has been first applied to concrete thin-walled beams (such as roof high span girders or bridge girders) subject to instantaneous service loadings. Concrete in his cracked state has been considered through a smeared crack model for beams under bending. At a second stage, the FE-model has been extended to the viscoelastic field and applied to pultruded composite beams under sustained loadings. The generalized Maxwell model has been adopted. As far as materials are concerned, long-term creep tests have been carried out on pultruded specimens. Both tension and shear tests have been executed. Some specimen has been strengthened with carbon fibre plies to reduce short- and long- term deformability. Tests have been done in a climate room and specimens kept 2 years under constant load in time. As for concrete, a model for tertiary creep has been proposed. The basic idea is to couple the UMLV linear creep model with a damage model in order to describe nonlinearity. An effective strain tensor, weighting the total and the elasto-damaged strain tensors, controls damage evolution through the damage loading function. Creep strains are related to the effective stresses (defined by damage models) and so associated to the intact material.