"Managing the impact of tourism in historic urban destinations. A sustainability approach: Case study of Sintra"

In this Work Project, it will be assessed how Sintra’s sustainability is affected by the consequences of the visitor flow on its urban historical center. Two research questions will support this case study: What is the main problem affecting Sintra as a tourism destination? How sustainable will Sintra be in the next 10-15 years? The main findings suggest Sintra faces an intense seasonal pressure on its historical city center and its sustainability might be seriously affected in the near future, whereby three domains of the destination deserve a serious strategy reassessment: promotion, management, and supply.

Dor e parentalidade : A vinculação na criança hospitalizada

Dissertação de Mestrado apresentada ao ISPA - Instituto Universitário

A violência doméstica no seio da relação conjugal e a sua relação com o estatuto da mulher na sociedade

Domestic violence is one of the most serious problems that contemporary society faces. Domestic violence that specifically occurs between spouses is a particular case of domestic violence that has caused a high number of victims - mostly women - putting thus an enormous challenge to states with regard to combating this problem. In this thesis we intend to proceed with the study of this phenomenon in the Angolan context. The objective of this study is trying to understand how such violence is manifested in Angola, what factors may be at it’s source and what effects can be observed on the victims, their families and in society itself. Being the Angolan people strongly linked to traditions and customs, it seemed interesting to also address the issue of domestic violence under customary law. In addition to the problem of the study itself, we proceed to exposure and analysis of how the state and civil society have intervened in this matter. At the end of this study, we conclude that despite the fact that the issue of domestic violence has received more attention in recent years from the public entities and society in general, there is still a long way to go. This path involves not only more actions of the state but also a change of mentality, which can enable the break with social stereotypes in adopting a different behavior over the issue under review and internalizing that human dignity is the basic principle of any state that proclaims democratic rights.

Análise do comportamento higrotérmico em regime variável de paredes sujeitas à acção da chuva incidente

A crise económica e social que assola Portugal desde 2008 e o aumento da exigência do nível de qualidade de vida dos utilizadores dos imóveis deram origem a um aumento de investimento na área de reabilitação de edifícios. A informação recolhida a partir dos Censos de 2011 mostra que existem cerca de dois milhões de imóveis, correspondentes a 34% do parque habitacional nacional, que necessitam de recuperação. Este facto ilustra bem a importância da aposta na reabilitação de edifícios no mercado português. A presente dissertação procura dar resposta a algumas das questões levantadas pela reabilitação de edifícios, nomeadamente em edifícios com paredes de tijolo maciço, através da análise higrotérmica de várias soluções construtivas que têm como camada de suporte o tijolo maciço, recorrendo ao programa WUFI® 4.2 - PRO. O WUFI® 4.2 - PRO foi um programa construído pelo Fraunhofer Institute for Building Physics que permite simular o transporte simultâneo de calor e de humidade unidimensional em elementos construtivos com várias camadas. Em primeiro lugar estudou-se o elemento construtivo com face à vista de modo a averiguar a influência da camada de tijolo maciço, seguindo-se uma análise à influência da espessura desta camada. Em segundo lugar analisou-se a influência do reboco exterior, interior e em ambas as faces na camada de tijolo maciço, tendo este estudo incluído argamassa de cal, de cal e cimento, e de cimento. Em terceiro lugar são analisadas as alterações que uma reabilitação térmica pelo interior ou pelo exterior impõem numa parede de tijolo maciço. Por último quantificou-se a diferença entre o coeficiente de transmissão térmica calculado em regime permanente e em regime variável, tendo esta análise sido efectuada para todos os elementos construtivos simulados na presente dissertação. O estudo desenvolvido permitiu corroborar o facto de que a chuva incidente é a principal responsável pelo transporte de humidade no interior do elemento construtivo, e que a quantidade de chuva incidente absorvida pela superfície exterior do elemento influencia tanto o fluxo de difusão como o fluxo capilar. As análises efectuadas permitiram clarificar a importância da camada de reboco. O reboco exterior diminui a quantidade de humidade na camada de tijolo maciço, enquanto o reboco interior implica um aumento. A aplicação de reboco em ambas as faces implica uma quantidade de humidade na camada de tijolo superior à aplicação apenas de reboco exterior. Dos rebocos analisados o único que não implica um aumento da quantidade de humidade é o reboco de cimento. Conclui-se que na aplicação de isolamento pelo exterior o reboco aplicado nas faces da camada de suporte não influencia de forma significativa o comportamento do elemento construtivo. No entanto, o mesmo não pode ser afirmado para a aplicação de isolamento pelo interior, já que o reboco exterior é principal responsável pela quantidade de humidade no elemento construtivo.

Assessment of a novel Cu (II) complex as a potential anticancer agent

Widely used in cancer treatment, chemotherapy still faces hindering challenges, ranging from severe induced toxicity to drug resistance acquisition. As means to overcome these setbacks, newly synthetized compounds have recently come into play with the basis of improved pharmacokinetic/pharmacodynamic properties. With this mind-set, this project aimed towards the antiproliferative potential characterization of a group of metallic compounds. Additionally the incorporation of the compounds within a nanoformulation and within new combination strategies with commercial chemotherapeutic drugs was also envisaged. Cell viability assays presented copper (II) compound (K4) as the most promising, presenting an IC50 of 6.10 μM and 19.09 μM for HCT116 and A549 cell line respectively. Exposure in fibroblasts revealed a 9.18 μM IC50. Hoechst staining assays further revealed the compound’s predisposition to induce chromatin condensation and nuclear fragmentation in HCT116 upon exposure to K4 which was later demonstrated by flow cytometry and annexin V-FITC/propidium iodide double staining analysis (under 50 % cell death induction). The compound further revealed the ability to interact with major macromolecules such as DNA (Kb = 2.17x105 M-1), inducing structural brakes and retardation, and further affecting cell cycle progression revealing delay in S-phase. Moreover BSA interactions were also visible however not conclusive. Proteome profiling revealed overexpression of proteins involved in metabolic activity and underexpression of proteins involved in apoptosis thus corroborating Hoechst and apoptosis flow cytometry data. K4 nanoformulation suffered from several hindrances and was ill succeeded in part due to K4’s poor solubility in aqueous buffers. Other approaches were considered in this regard. Combined chemotherapy assays revealed high cytotoxicity for afatinib and lapatinib strategies. Lapatinib and K4 proteome profiling further revealed high apoptosis rates, high metabolic activity and activation of redundant proteins as part of compensatory mechanisms.

Classificação mecânica não destrutiva em vigas de madeiras tropicais

Neste trabalho, verificou-se o nível de correlação entre o parâmetro destrutivo -módulo de ruptura (MOR) e osnão destrutivos - módulo de elasticidade e massa específica aparente (MOE, ME) para tres espécies de madeiras tropicais - Parklia sp. (Pinho Cuiabano, Parícã) ,Vochysua sp. (Cambara, Quaruba) e Hgmenaea sp.(Jatobá), através da técnica de regressão linear. 0 objetivo principal deste trabalho foi a determinação de uma equação de prognose da resistência (MOR), com base nos parâmetros não destrutivos (MOE, ME), que possibilitasse a elaboração de classes de esforços para classificação de madeiras para fins estruturais. Entre as equações testadas, a que apresentou melhor correlacão foi aquela combinando as variáveis independentes - MOE e ME. No entanto, face à sua praticidade, a equação escolhida como modelo estimador da resistência foi: MOR = 0,0061 Mb (P) - 11,43816, com o coeficiente de correlação de 0,79 sendo Mb (P), módulo de elasticidade a diferentes cargas por espécies aplicadas no ponto central de uma das faces maiores da viga. foram elaboradas para cada espécie, classes de esforços com base nos valores médio e desvio padrão dos módulos de elasticidade das amostras livres de defeitos. O resultado da distribuição das vigas com defeitos dentro das classes estabelecidas foi considerado satisfatório.

Extração de pregos em madeiras da Amazônia

Vinte espécies de madeiras, originárias do muicípio de Presidente Figueiredo - AM -UHE de Balbina, foram submetidas a ensaio de extração de pregos. Os resultados permitem avaliar a influência da densidade na resistência de arrancamento do prego e a relação da resistência entre as faces pregadas. Não se conseguindo cravar pregos em algumas das espécies ensaiadas, procurou-se determinar os fatores inerentes a madeira que dificultam a aceitação ou não do prego, como também, o diâmetro do pré-furo necessário para introdução do prego em uma amostra, tal que, a resistência a extração fosse semelhante àquela das madeiras em que foram cravados pregos sem auxilio de pré-furo.

INFLUÊNCIA DA DENSIDADE NA DUREZA JANKA EM OITO ESPÉCIES MADEIREIRAS DA AMAZÔNIA CENTRAL

O presente trabalho teve por objetivo estudar a relação da densidade básica com a resistência de madeiras tropicais, submetidas ao teste de dureza Janka nos extremos e faces nas condições verde e seca a 12% de conteúdo de umidade. Foram utilizadas 8 espécies florestais oriundas do Distrito Agropecuário da SUFRAMA, no Município de Manaus, AM. O experimento foi realizado no laboratório de Engenharia da Madeira do Departamento de Produtos Florestais do Instituto Nacional de Pesquisas da Amazônia - INPA, adotando-se os seguintes passos: a)realização dos ensaios de densidade básica e dureza Janka empregados pela norma COPANT; b)tratamento estatístico de regressão linear para avaliar o nível de influência da densidade na dureza da madeira. Os resultados obtidos revelam que a dureza da madeira expressa pela sua capacidade em oferecer maior ou menor resistência à penetração de uma semi-esfera, está estreitamente relacionada com a densidade.

A utilização das Tecnologias de Informação e Comunicação como ferramenta didática no ensino da História e da Geografia

Os desafios que a educação hoje enfrenta, a par do extraordinário desenvolvimento das tecnologias de informação e comunicação exigem uma reflexão sobre as metodologias de ensino que propiciem uma maior motivação e o desenvolvimento de aprendizagens. O presente relatório resulta de um estudo sobre a aplicação de recursos baseados nas tecnologias de educação e comunicação (TIC) ao serviço da educação, realizada no âmbito da Prática de Ensino Supervisionada em Geografia e História. Esta prática decorreu em duas turmas da Escola Básica e Secundária Passos Manuel (Lisboa), uma do 10.º ano do ensino regular e outra do 11.º ano do Curso Profissional Técnico de Turismo, e numa turma do 9.º ano de escolaridade da Escola Secundária Miguel Torga (Sintra). Este trabalho assenta numa análise e reflexão sobre a aplicação das tecnologias digitais como ferramenta didática, e pretende demonstrar as potencialidades que este tipo de recursos representa no processo de ensino-aprendizagem, assim como os seus principais constrangimentos.

exploring the differences of CSR and CSE activities on consumer attributions and responses

The following directed research project analyzes how different sustainability efforts of an organization influence consumers’ responses in an industry, which faces high controversy. The study tested shows how two different high fit sustainability endeavors, namely high fit Corporate Social Responsibility (CSR) activities and Corporate Social Entrepreneurship (CSE), affect the way consumers’ attributions are being made with regard to the company’s motive. With data gathered from surveying 156 participants, the study provides evidence that CSR as well as CSE programs stimulate values-driven attributions which positively affect consumers’ trust, corporate reputation and corporate image. Lastly, theoretical and managerial implications of the study are discussed and future research suggestions provided.

A FEM-based model to study the behaviour of corroded RC beams shear repaired by NSM CFRP rods technique

This paper presents the main features of finite element FE numerical model developed using the computer code FEMIX to predict the near-surface mounted NSM carbon-fiber-reinforced polymer CFRP rods shear repair contribution to corroded reinforced concrete RC beams. In the RC beams shear repaired with NSM technique, the Carbon Fibre Reinforced Polymer (CFRP) rods are placed inside pre-cut grooves onto the concrete cover of the RC beam’s lateral faces and are bonded to the concrete with high epoxy adhesive. Experimental and 3D numerical modelling results are presented in this paper in terms of load-deflection curves, and failure modes for 4 short corroded beams: two corroded beams (A1CL3-B and A1CL3-SB) and two control beams (A1T-B and A1T-SB), the beams noted with B were let repaired in bending only with NSM CFRP rods while the ones noted with SB were repaired in both bending and shear with NSM technique. The corrosion of the tensile steel bars and its effect on the shear capacity of the RC beams was discussed. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for non-shear repaired beams which failed in diagonal tension mode of failure and for shear-repaired beams which failed due to large flexural crack at the middle of the beams along with the concrete crushing, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support.

Thin panels of cement composites reinforced with recycled fibres for the shear strengthening of reinforced concrete elements

A new technique was developed for producing thin panels of a cement based material reinforced with relatively high content of steel fibres originated from the industry of tyre recycling. Flexural tests with notched and un-notched specimens were carried out to characterize the mechanical properties of this Fibre Reinforced Cement Composite (FRCC) and the results are presented and discussed. The values of the fracture mode I parameters of the developed FRCC were determined by performing inverse analysis with test results obtained in three point notched beam bending tests. To appraise the potentialities of these FRCC panels for the increase of the shear capacity of reinforced (RC) beams, numerical research was performed on the use of developed FRCC panel for shear reinforcement by applying the panels in the lateral faces of RC beams deficiently reinforced in shear.

A FEM-based model to study the behaviour of corroded RC beams shear repaired by NSM CFRP rods technique

This paper presents the main features of finite element FE numerical model developed using the computer code FEMIX to predict the near-surface mounted NSM carbon-fiber-reinforced polymer CFRP rods shear repair contribution to corroded reinforced concrete RC beams. In the RC beams shear repaired with NSM technique, the Carbon Fibre Reinforced Polymer (CFRP) rods are placed inside pre-cut grooves onto the concrete cover of the RC beam’s lateral faces and are bonded to the concrete with high epoxy adhesive. Experimental and 3D numerical modelling results are presented in this paper in terms of load-deflection curves, failure modes and slip information of the tensile steel bars for 4 short corroded beams: two corroded beams (A1CL3-B and A1CL3-SB) and two control beams (A1T-B and A1T-SB), the beams noted with B were let repaired in bending only with NSM CFRP rods while the ones noted with SB were repaired in both bending and shear with NSM technique. The corrosion of the tensile steel bars and its effect on the shear capacity of the RC beams was discussed. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for non-shear repaired beams which failed in diagonal tension mode of failure and for shear-repaired beams which failed due to large flexural crack at the middle of the beams along with the concrete crushing, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support.

Shear strengthening of damaged reinforced concrete beams with hybrid composite plates

This paper aims to evaluate experimentally the potentialities of Hybrid Composite Plates (HCPs) technique for the shear strengthening of reinforced concrete (RC) beams that were previously subjected to intense damage in shear. HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC) reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates. For this purpose, an experimental program composed of two series of beams (rectangular and T cross section) was executed to assess the strengthening efficiency of this technique. In the first step of this experimental program, the control beams, without steel stirrups, were loaded up to their shear failure, and fully unloaded. Then, these pre-damaged beams were shear strengthened by applying HCPs to their lateral faces by using a combination of epoxy adhesive and mechanical anchors. The bolts were applied with a certain torque in order to increase the concrete confinement. The obtained results showed that the increase of load carrying capacity of the damaged strengthened beams when HCPs were applied with epoxy adhesive and mechanical anchors was 2 and 2.5 times of the load carrying capacity of the corresponding reference beams (without HCPs) for the rectangular and T cross section beam series, respectively. To further explore the potentialities of the HCPs technique for the shear strengthening, the experimental tests were simulated using an advanced numerical model by a FEM-based computer program. After demonstration the good predictive performance of the numerical model, a parametric study was executed to highlight the influence of SHCC as an alternative for mortar, as well as the influence of torque level applied to the mechanical anchors, on the load carrying capacity of beams strengthened with the proposed technique.

Shear strengthening of reinforced concrete beams with SHCC-FRP panels

Tese de Doutoramento em Engenharia Civil