Projeto de fundações e estrutura de um edifício em Lisboa

Trabalho de Projeto para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Estruturas

From weak Allee effect to no Allee effect in Richards’ growth models

Population dynamics have been attracting interest since many years. Among the considered models, the Richards’ equations remain one of the most popular to describe biological growth processes. On the other hand, Allee effect is currently a major focus of ecological research, which occurs when positive density dependence dominates at low densities. In this chapter, we propose the dynamical study of classes of functions based on Richards’ models describing the existence or not of Allee effect. We investigate bifurcation structures in generalized Richards’ functions and we look for the conditions in the (β, r) parameter plane for the existence of a weak Allee effect region. We show that the existence of this region is related with the existence of a dovetail structure. When the Allee limit varies, the weak Allee effect region disappears when the dovetail structure also disappears. Consequently, we deduce the transition from the weak Allee effect to no Allee effect to this family of functions. To support our analysis, we present fold and flip bifurcation curves and numerical simulations of several bifurcation diagrams.

Estruturas de Suporte de Terras Executadas Com Pneus. Estudo Paramétrico e Conceção de Protótipo

No presente trabalho descreve-se o estudo realizado no Instituto Superior de Engenharia do Porto (ISEP) com o objetivo de comprovar a viabilidade da utilização de pneus em fim de vida em estruturas de solo reforçado. As estruturas de suporte de terras materializadas com pneus preenchidos com solo são usadas em alguns países, sobretudo em estruturas do tipo gravidade. Investiga-se neste trabalho o seu desempenho em estruturas de solo reforçado. Com a finalidade de prever o comportamento da construção, foi utilizado um software desenvolvido pela empresa Canadiana Rocscience, denominado Phase2. Com este software foi possível fazer uma análise paramétrica da secção transversal do modelo, avaliando os esforços e os deslocamentos que se desenvolvem no interior da estrutura, através da utilização do Método dos Elementos Finitos. Foi efetuada uma campanha de ensaios laboratoriais, realizados com amostras de solo retiradas do local de construção do protótipo, com o intuito de caracterizar os parâmetros do solo A definição destes parâmetros tem como objetivo tornar a simulação o mais fidedigna possível. Estruturas de Suporte de Terras Executadas Com Pneus. Estudo Paramétrico e Conceção de Protótipo Como validação da modelação realizada no programa Phase2, o protótipo será devidamente instrumentado com equipamentos de monitorização; a informação recolhida receberá um tratamento posterior e permitirá a calibração do modelo numérico. No presente trabalho define-se o plano de monitorização a instalar no protótipo.

Persistence of Vectobac WDG and Metoprag S-2G against Aedes aegypti larvae using a semi-field bioassay in Rio de Janeiro, Brazil

Persistence of Bacillus thuringiensis var. israelensis (Vectobac WDG) and methoprene (Metoprag S-2G) was evaluated against Aedes aegypti late third instar larvae of the Rockefeller strain in a semi-field bioassay. Tests were performed in Rio de Janeiro, using containers made of plastic, iron, concrete and asbestos, placed in a shaded area. The formulations used were 0.2 g of Vectobac-WDG and 1g of Metoprag S-2G per 100 liters of water in house storage containers. Vectobac WDG was tested twice, in March and in April/May, 2002. In March (temperature ranging from 21.5 to 39.3 ºC), 70-100% mortality was observed by the 7th day and declined abruptly thereafter. No significant differences were observed among the container types. In April/May (18.6 to 34.8 ºC) mortality was higher than 70% to 30-36 days in all cases, except in the iron container (40% mortality on the 12th day). Metoprag S-2G was evaluated in April/May, 2002, and induced mortality higher than 70% up to 15 days in the plastic and iron containers and only seven days in the concrete container. In the asbestos container, maximal mortality was achieved on day one post-treatment (66%). Our results point to a low persistence of both formulations in the weather conditions of Rio de Janeiro.

Pré-fabricação em betão armado – Uma abordagem sobre a indústria e seus processos

O presente relatório resulta do estágio que decorreu na empresa TELHABEL, em Vila Nova de Famalicão e insere-se na unidade curricular Dissertação, Projeto e Estágio (DIPRE) do 2º semestre do 2º ano do curso de Mestrado em Engenharia Civil no ramo de construções no Instituto Superior de Engenharia do Porto. Durante o período de estágio foi possível adquirir uma visão abrangente da pré-fabricação em betão armado e pré-esforçado, que incluiu todas as áreas envolvidas no processo: atividades prévias, organização fabril, processo industrial, produção, transporte e montagem. Foi estabelecido um programa de trabalhos que envolveu a pesquisa de elementos bibliográficos sobre pré-fabricação, e o contacto com o dia-a-dia de uma empresa industrial. Foram estudadas várias tecnologias fabris de produção de elementos pré-fabricados, tentando perceber as suas vantagens, campos de aplicação e condicionantes de utilização. Analisou-se o trabalho fabril incidindo na organização e sequência de atividades, desde a realização de armaduras, cofragens, betonagem, controlo de qualidade até à armazenagem de produto acabado. Com complemento da atividade fabril fez-se uma breve referência ao transporte e montagem do material e a sua íntima relação com a produção. Uma vez que, em Portugal, a pré-fabricação se encontra numa fase de escassa atividade, procurou-se simular um caso real que permitisse ao formando o estudo de um projeto fictício, mas perfeitamente realizável. Concebeu-se a estrutura pré-fabricada para construir um armazém, da qual se fez a medição, orçamentação e elaboração dos desenhos de cofragem para fabrico. Posteriormente estudou-se também a produção da ponte sobre o rio Giraul, que se encontra, presentemente, em produção pela empresa, em Angola. Neste estudo procurou-se perceber as questões envolvidas nas cofragens e armaduras, tendo sido estudada a preparação destas últimas, de modo a alertar o formando para os problemas envolvidos na sua execução. A análise aos projetos propostos permitiu compreender a responsabilidade e complexidade das tarefas envolvidas na produção de pré-fabricados.

Routine Transthoracic Echocardiography in a General Intensive Care Unit: an 18 Month Survey in 704 Patients

The authors analyzed 704 transthoracic echocardiographic (TTE) examinations, performed routinely to all admitted patients to a general 16-bed Intensive Care Unit (ICU) during an 18-month period. Data acquisition and prevalence of abnormalities of cardiac structures and function were assessed, as well as the new, previously unknown severe diagnoses. A TTE was performed within the first 24 h of admission on 704 consecutive patients, with a mean age of 61.5+/-17.5 years, ICU stay of 10.6+/-17.1 days, APACHE II 22.6+/-8.9, and SAPS II 52.7+/-20.4. In four patients, TTE could not be performed. Left ventricular (LV) dimensions were quantified in 689 (97.8%) patients, and LV function in 670 (95.2%) patients. Cardiac output (CO) was determined in 610 (86.7%), and mitral E/A in 399 (85.9% of patients in sinus rhythm). Echocardiographic abnormalities were detected in 234 (33%) patients, the most common being left atrial (LA) enlargement (n=163), and LV dysfunction (n=132). Patients with these alterations were older (66+/-16.5 vs 58.1+/-17.4, p<0.001), presented a higher APACHE II score (24.4+/-8.7 vs 21.1+/-8.9, p<0.001), and had a higher mortality rate (40.1% vs 25.4%, p<0.001). Severe, previously unknown echocardiographic diagnoses were detected in 53 (7.5%) patients; the most frequent condition was severe LV dysfunction. Through a multivariate logistic regression analysis, it was determined that mortality was affected by tricuspid regurgitation (p=0.016, CI 1.007-1.016) and ICU stay (p<0.001, CI 1-1.019). We conclude that TTE can detect most cardiac structures in a general ICU. One-third of the patients studied presented cardiac structural or functional alterations and 7.5% severe previously unknown diagnoses.

Escolas do concelho de Matosinhos com estrutura de betão armado

O presente trabalho pretende contribuir para a gestão das intervenções de reparação e de reforço das escolas do concelho de Matosinhos com estrutura de betão armado. Apresenta-se uma síntese sobre a história do edifício escolar e do seu desenvolvimento em território nacional. Desenvolve-se uma pesquisa bibliográfica sobre metodologias de inspeção adotadas em território nacional e internacionalmente. Identificaram-se diferentes tipologias estruturais e arquitetónicas das escolas de Matosinhos, selecionou-se a mais representativa e, aparentemente, a que envolve casos com estados de conservação mais deficientes, definiu-se uma metodologia de inspeção estrutural e desenvolveram-se as respetivas fichas de inspeção. Selecionou-se e inspecionou-se visualmente um corpo da Escola Básica da Portela, de tipologia P3 e realizaram-se diferentes ensaios de diagnóstico. Comparam-se os respetivos resultados com os obtidos na inspeção da Escola da Amieira, do mesmo concelho e com a mesma tipologia. Propõem-se soluções de reparação com base no resultado da inspeção visual, nos ensaios de diagnóstico e na norma NP EN 1504-9. Estima-se o respetivo custo e sugere-se uma metodologia de extrapolação das conclusões e do estabelecimento de uma estimativa orçamental das intervenções de reparação das restantes escolas tipo P3 deste concelho e de outras com idênticas tipologias, localizações e condições ambientais envolventes.

Aplicação do modelo escoras e tirantes a vigas parede de acordo com o Eurocódigo 2:2010

O Modelo Escoras e Tirantes surgiu no início do Século XX quando Ritter e Mörsch estabeleceram a analogia entre uma treliça clássica e uma viga de betão armado. Desde então pesquisadores têm estudado esse modelo como método de dimensionamento. A partir dos anos 90 várias normas apresentaram a utilização do modelo escoras e tirantes como relevante no dimensionamento de elementos de betão armado. Os critérios de segurança do Modelo Escoras e Tirantes são neste trabalho explicados de acordo com o Eurocódigo 2:2010, e comparadas com as normas NBR 6118:2014 e ACI 318:2011. É unanime dizer que a utilização do método torna-se mais vantajosa para regiões de descontinuidade. Em todos os elementos de betão armado, o Método Escoras e Tirantes são representações dos campos de tensão idealizados por elementos comprimidos e tracionados. Para a definição destes elementos é proposto o processo de “caminho de carga” em que conhecidas as tensões elásticas e suas direções principais utilizando o Método dos Elementos Finitos o modelo das escoras e tirantes é de fácil concepção. É também possível a definição deste a partir de modelos padrão já concebidos para determinados tipos de elementos estruturais de betão armado. Para o elemento descontinuo viga-parede estudado foram apresentados cinco modelos de cálculo até otimizar a solução validando as tensões com o Método dos Elementos Finitos. Em todos os modelos foram analisadas a definição do Modelo Escoras e Tirantes, a resistência das escoras, dos tirantes e dos nós até chegar à solução construtiva da viga-parede. Concluiu-se que a definição do modelo é a chave do dimensionamento.

Historic timber roof structures

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Estruturas e Geotecnia

Writing/erasing 3D micro and nano wrinkles in flexible elastomers for volatile organic compounds sensor

Micro/nano wrinkled patterns on cross-linked urethane/urea polymeric flexible free standing films with two soft segments, polypropylene oxide and polybutadiene, can be induced by UV-irradiation. The ability to write/erase these 3D structures, in a controlled manner, is the main focus of this work. The imprinting of the wrinkled structures was accomplished by swelling in an appropriate solvent followed by drying the membranes after the cross-linking process and UV irradiation. The surface tailoring of the elastomeric membranes was imaged by optical microscopy, scanning electronic microscopy and by atomic force microscopy. To erase the wrinkled structures the elastomers were swollen. The swelling as well as the sol/gel fraction and the UV radiation were tuned in order to control the wrinkles characteristics. It was found that the wrinkles wavelength, in the order of microns (1±0,25μm), was stamped by the UV radiation intensity and exposure time while the wrinkles' amplitude, in the order of nanometers (150-450 nm), was highly dependent on the swelling and sol/gel fraction. A prototype for volatile organic compounds detection was developed taking advantage of the unique 3D micro/nano wrinkles features.

The effect of ownership concentration on management behavior in Belgian banks: A case study

Double Degree. A Work Project, presented as part of the requirements for the Award of a Master’s Degree in Finance from NOVA – School of Business and Economics and a Masters Degree in Management from Louvain School of Management

In Search of the Origins of Modernism: Venice and the Crisis of Classical Architecture in the mid-eighteenth century

This paper attempts to prove that in the years 1735 to 1755 Venice was the birthplace and cradle of Modern architectural theory, generating a major crisis in classical architecture traditionally based on the Vitruvian assumption that it imitates early wooden structures in stone or in marble. According to its rationalist critics such as the Venetian Observant Franciscan friar and architectural theorist Carlo Lodoli (1690-1761) and his nineteenth-century followers, classical architecture is singularly deceptive and not true to the nature of materials, in other words, dishonest and fallacious. This questioning did not emanate from practising architects, but from Lodoli himself– a philosopher and educator of the Venetian patriciate – who had not been trained as an architect. The roots of this crisis lay in a new approach to architecture stemming from the new rationalist philosophy of the Enlightenment age with its emphasis on reason and universal criticism.

Modulation of the secretome of hBMSCs by tailoring the macromolecular gradient in hydrogels to generate tissue-to-tissue interfaces

Tissue-to-tissue interfaces are commonly present in all tissues exhibiting structural, biological and chemical gradients serving a wide range of physiological functions. These interfaces are responsible for mediation of load transfer between two adjacent tissues. They are also important structures in sustaining the cellular communications to retain tissueâ s functional integration and homeostasis. [1] All cells have the capacity to sense and respond to physical and chemical stimulus and when cultured in three-dimensional (3D) environments they tend to perform their function better than in two-dimensional (2D) environments. Spatial and temporal 3D gradient hydrogels better resemble the natural environment of cells in mimicking their extracellular matrix. [2] In this study we hypothesize that differential functional properties can be engineered by modulation of macromolecule gradients in a cell seeded threedimensional hydrogel system. Specifically, differential paracrine secretory profiles can be engineered using human Bone Marrow Stem Cells (hBMSCâ s). Hence, the specific objectives of this study are to: assemble the macromolecular gradient hydrogels to evaluate the suitablity for hBMSCâ s encapsulation by cellular viability and biofunctionality by assessing the paracrine secretion of hBMSCâ s over time. The gradient hydrogels solutions were prepared by blend of macromolecules in one solution such as hyaluronic (HA) acid and collagen (Col) at different ratios. The gradient hydrogels were fabricated into cylindrical silicon moulds with higher ratio solutions assembled at the bottom of the mould and adding the two solutions consecutively on top of each other. The labelling of the macromolecules was performed to confirm the gradient through fluorescence microscopy. Additionally, AFM was conducted to assess the gradient hydrogels stiffness. Gradient hydrogels characterization was performed by HA and Col degradation assay, degree of crosslinking and stability. hBMSCâ s at P3 were encapsulated into each batch solution at 106 cells/ml solution and gradient hydrogels were produced as previously described. The hBMSCâ s were observed under confocal microscopy to assess viability by Live/Dead® staining. Cellular behaviour concerning proliferation and matrix deposition was also performed. Secretory cytokine measurement for pro-inflammatory and angiogenesis factors was carried out using ELISA. At genomic level, qPCR was carried out. The 3D gradient hydrogels platform made of different macromolecules showed to be a suitable environment for hBMSCâ s. The hBMSCâ s gradient hydrogels supported high cell survival and exhibited biofunctionality. Besides, the 3D gradient hydrogels demonstrated differentially secretion of pro-inflammatory and angiogenic factors by the encapsulated hBMSCâ s. References: 1. Mikos, AG. et al., Engineering complex tissues. Tissue Engineering 12,3307, 2006 2. Phillips, JE. et al., Proc Natl Acad Sci USA, 26:12170-5, 2008

Exploring the use of HPFRC and GFRP grids for the production of manhole covers

Corrosion of the steel reinforced concrete elements is one of the common pathologies that limits the long-term performance of urban infrastructures. This problem causes the loss of structural serviceability by decreasing the concrete-steel bond strength and reducing the cross section of the reinforcements. The present study introduces a new system for developing free-corrosion resistance prefabricated manhole covers for applications in the aggressive environments, i.e. wastewater collector systems, sewer systems, stormwater systems, etc. Fibre reinforced cement composites were applied in this system in order to suppress the corrodible steel mesh and maintain the structural ductility as well. Application of fibre reinforced polymer (FRP) system is adopted as the additional solution for increasing the load carrying capacity of these elements without concerns about corrosion. The effectiveness of the applied strategy in developing the manhole covers in terms of load carrying capacity and failure mode is evaluated in this research. Furthermore, this paper discusses a FEM-based simulation, aiming to address the possibility of calibrating the constitutive model parameters related to fracture modes I and II.

Exploring the potentialities of a new type of CFRP laminate for the simultaneous flexural and shear strengthening of RC beams: numerical research

This study aims to develop an innovative carbon fibre reinforced polymer (CFRP) laminate with a U configuration to address strengthening interventions, where the increment of both flexural and shear capacity of reinforced concrete (RC) elements is required. This strengthening solution combines the near surface mounted (NSM) and embedded through section (ETS) techniques in the same application, since these techniques have already evidenced high performance on flexural and shear strengthening of RC beams using FRP systems, respectively. In fact, the proposed hybrid technique aims to mobilize the advantages provided by these two strengthening techniques by using an innovative CFRP laminate. The strengthening efficacy of this new hybrid NSM/ETS technique was numerically assessed and compared to the corresponding efficiency of NSM and ETS techniques applied separately for the flexural and shear strengthening of RC beams, respectively. The numerical models are described and the main relevant results are presented and discussed.