Estudo eletroquímico do dano oxidativo promovido por RNS e PAH e o efeito protetor de antioxidantes no ADN

No dia-a-dia, os organismos vivos estão sujeitos a vários tipos de agressões de origem endógena e exógena. A produção endógena exagerada de contaminantes que ocorre nos processos metabólicos dos seres vivos está intimamente associada ao aparecimento e desenvolvimento de várias patologias. Por outro lado, e devido às atividades antropogénicas, muitos contaminantes de origem ambiental e alimentar entram por via exógena no organismo dos seres vivos provocando igualmente danos a nível celular. De modo a protegerem-se dos efeitos pejorativos provocados por estes compostos, os organismos vivos desenvolveram mecanismos complexos de defesa antioxidante. Este trabalho consistiu no estudo eletroquímico do dano oxidativo induzido por contaminantes (PAH (hidrocarbonetos aromáticos policíclicos), H2O2, NO• e HClO) e do efeito protetor, ao dano oxidativo, promovido por antioxidantes no material baseado no ADN recorrendo à utilização de um biossensor de bases púricas, adenina-EPC (elétrodo pasta de carbono) e dA20-EPC, utilizando a voltametria de onda quadrada (VOQ) como técnica de deteção. A aplicação da eletroquímica apresenta várias vantagens para a quantificação da capacidade antioxidante total (CAT) pois, permite a redução da quantidade de reagentes e amostra em análise, elimina a etapa de remoção de cor (a cor é um interferente nos métodos óticos) e não requer equipamentos dispendiosos. Foram seguidas diferentes abordagens para a construção dos biossensores. A primeira consistiu na construção de um adenina-EPC em três etapas: i) condicionamento do EPC, ii) eletrodeposição da adenina no EPC e iii) leitura do sinal eletroquímico. Assim, foram otimizados diversos parâmetros: concentração de adenina (150,0 mg/L), potencial de condicionamento (Ec) (+ 1,80 V), potencial de deposição (Ed) (+ 0,40 V), tempo de condicionamento (tc) (180 s) e tempo de deposição (td) (240 s). Foi aplicado o adenina-EPC no estudo do dano oxidativo provocado por PAH (benzo (g,h,i) perileno) e constatou-se que era necessário transformar o benzo (g,h,i) perileno num radical para se possível observar danos oxidativos induzidos no biossensor. A nova estratégia consistiu na construção de um dA20-EPC, através da adsorção física de uma gota de dA20 na superfície do EPC, com posterior secagem e leitura do sinal eletroquímico. Neste procedimento foi otimizada a concentração de dA20 (100,0 mg/L). O dano oxidativo provocado pelo H2O2, NO• e HClO foi estudado sobre o dA20-EPC e verificou-se que os três contaminantes induziam dano oxidativo no dA20-EPC. Confirmou-se a capacidade do ácido ascórbico (AA) em proteger o dA20-EPC do dano oxidativo induzido por H2O2 e NO•. O biossensor desenvolvido (dA20-EPC) foi aplicado na avaliação da CAT de diferentes amostras reais (café, sumo de laranja e água aromatizada de laranja) usando-se como contaminantes o H2O2 e NO•. Todas as amostras analisadas apresentaram ter capacidade antioxidante. Quando se usou o dA20-EPC na presença de H2O2, verificou-se que as amostras de café apresentam valores mais elevados de CAT (1130-1488 mg AAE/L) do que as amostras de bebidas (110 mg AAE/L em água aromatizada e 775 mg AAE/L em sumo). Os valores de CAT obtidos para amostras de sumo e água aromatizada na presença de NO• indicam que a amostra de sumo possui maior teor de CAT (526 mg AAE/L) conforme era esperado, do que a amostra de água aromatizada (172 mg AAE/L).

EXPERIMENTAL PARACOCCIDIOIDOMYCOSIS IN PREGNANT RATS

Paracoccidioidomycosis (PCM), caused by the dimorphic fungus Paracoccidioides brasiliensis (Pb), is the most prevalent systemic mycosis in Latin America. There are few reports in the literature about the disease damages during pregnancy and the consequences to the fetuses and breeding. This study evaluated the implications of PCM during pregnancy on offspring and mothers in Wistar rats. Groups of rats were submitted to systemic Pb infection, by intraperitoneal infusion, and mated 30 days after the infection date. Immediately after birth, rats and neonates were sacrificed to obtain organs for standard histological examination, morphometric analysis, fungi recovery by plating (CFU) and dosing of anti-Pb antibodies by ELISA. There were no stillbirths or miscarriages, however, the fetuses from infected pregnant rats had lower body and organ weight but the fertility rate was 100%. The largest number of CFU was recovered from the organ of pregnant rats, the pathological examination revealed more severe infection in the same group, further on the largest number of granulomas and fungal field. It can be concluded that the PCM was more severe in the group of pregnant rats, with implications to the weight of offspring.

Image processing methodology for assessment of drilling induced damage in CFRP

Dissertação para obtenção do Grau de Mestre em Engenharia Mecânica

Precast concrete wall-foundation connection. Development of a seismic dissipative connection

Seismic events are a major factor to consider in structural design of buildings in many countries. With the purpose of saving lives, most of the design codes lead to structural solutions that withstand large seismic actions without collapsing, but without taking into account a possible usage of the structures after the earthquake. As a result, it is necessary to consider the time needed to repair/retrofit the damaged structures (i.e. the downtime) since this period of inactivity may result in huge financial implications for the occupants of the buildings. In order to minimise the damages and simplify repair operations, structural solutions with rocking systems and negligible residual displacements have been developed during the last two decades. Systems with precast concrete rocking walls were studied with the aim of investigat- ing suitable and convenient structural alternatives to minimise the damage in case of an earthquake. Experimental, numerical and analytical analyses on post-tensioned solutions, with and without energy dissipation devices, were carried out in this research. The energy dissipation devices were made from steel angles that were further developed during the research. Different solutions for these devices were experimentally tested under cyclic loading and the results are presented. Numerical and analytical work on steel angles was also carried out. Regarding the concrete rocking wall systems, two concrete rocking wall systems were studied: post-tensioned walls and post-tensioned walls with energy dissipation devices. In the latter, the solution was to fix them externally to the wall, allowing their easy replacement after an earthquake. It is shown that the dissipaters are a viable solution for use in precast concrete rocking wall systems. A building case study is presented. The comparison between a traditional monolithic system and a hybrid solution was carried out, allowing the evaluation of the efficiency of the solution that was developed.

A tutela preventiva da responsabilidade civil

The contemporary society is characterized by high risks. Today, the prevention of damages is as important as compensation. This is due to the fact that the potentiality of several damages is not in line with compensation, because often compensation proves to be impossible. Civil law should be at the service of the citizens, which explains that the heart of the institution of non-contractual liability has gradually moved towards the victim's protection. It is requested from Tort law an active attitude that seeks to avoid damages, reducing its dimension and frequency. The imputation by risk proves to be necessary and useful in the present context as it demonstrates the ability to model behaviors, functioning as a warning for agents engaged in hazardous activities. Economically, it seeks to prevent socially inefficient behaviors. Strict liability assumes notorious importance as a deterrent and in the dispersion of damage by society. The paradigm of the imputation founded on fault has proved insufficient for the effective protection of the interests of the citizens, particularly if based in an anachronistic vision of the concept of fault. Prevention arises in several areas, especially in environmental liability, producer liability and liability based on infringement of copyright and rights relating to the personality. To overcome the damage as the gauge for compensation does not inevitably mean the recognition of the punitive approach. Prevention should not be confused with reactive/punitive objectives. The deterrence of unlawful conduct is not subordinated to punishment.

Phenotypic and molecular characterization of antimicrobial resistance and virulence factors in Pseudomonas aeruginosa clinical isolates from Recife, State of Pernambuco, Brazil

INTRODUCTION: The emergence of carbapenem resistance mechanisms in Pseudomonas aeruginosa has been outstanding due to the wide spectrum of antimicrobial degradation of these bacteria, reducing of therapeutic options. METHODS: Sixty-one clinical strains of P. aeruginosa isolated from five public hospitals in Recife, Pernambuco, Brazil, were examined between 2006 and 2010, aiming of evaluating the profiles of virulence, resistance to antimicrobials, presence of metallo-β-lactamase (MBL) genes, and clonal relationship among isolates. RESULTS: A high percentage of virulence factors (34.4% mucoid colonies; 70.5% pyocyanin; 93.4% gelatinase positives; and 72.1% hemolysin positive) and a high percentage of antimicrobial resistance rates (4.9% pan-resistant and 54.1% multi-drug resistant isolates) were observed. Among the 29 isolates resistant to imipenem and/or ceftazidime, 44.8% (13/29) were MBL producers by phenotypic evaluation, and of these, 46.2% (6/13) were positive for the blaSPM-1 gene. The blaIMP and blaVIM genes were not detected. The molecular typing revealed 21 molecular profiles of which seven were detected in distinct hospitals and periods. Among the six positive blaSPM-1 isolates, three presented the same clonal profile and were from the same hospital, whereas the other three presented different clonal profiles. CONCLUSIONS: These results revealed that P. aeruginosa is able to accumulate different resistance and virulence factors, making the treatment of infections difficult. The identification of blaSPM-1 genes and the dissemination of clones in different hospitals, indicate the need for stricter application of infection control measures in hospitals in Recife, Brazil, aiming at reducing costs and damages caused by P. aeruginosa infections.

Flood resilient housing recovery models: a theoretical case study in Maldives

Natural disasters are events that cause general and widespread destruction of the built environment and are becoming increasingly recurrent. They are a product of vulnerability and community exposure to natural hazards, generating a multitude of social, economic and cultural issues of which the loss of housing and the subsequent need for shelter is one of its major consequences. Nowadays, numerous factors contribute to increased vulnerability and exposure to natural disasters such as climate change with its impacts felt across the globe and which is currently seen as a worldwide threat to the built environment. The abandonment of disaster-affected areas can also push populations to regions where natural hazards are felt more severely. Although several actors in the post-disaster scenario provide for shelter needs and recovery programs, housing is often inadequate and unable to resist the effects of future natural hazards. Resilient housing is commonly not addressed due to the urgency in sheltering affected populations. However, by neglecting risks of exposure in construction, houses become vulnerable and are likely to be damaged or destroyed in future natural hazard events. That being said it becomes fundamental to include resilience criteria, when it comes to housing, which in turn will allow new houses to better withstand the passage of time and natural disasters, in the safest way possible. This master thesis is intended to provide guiding principles to take towards housing recovery after natural disasters, particularly in the form of flood resilient construction, considering floods are responsible for the largest number of natural disasters. To this purpose, the main structures that house affected populations were identified and analyzed in depth. After assessing the risks and damages that flood events can cause in housing, a methodology was proposed for flood resilient housing models, in which there were identified key criteria that housing should meet. The same methodology is based in the US Federal Emergency Management Agency requirements and recommendations in accordance to specific flood zones. Finally, a case study in Maldives – one of the most vulnerable countries to sea level rise resulting from climate change – has been analyzed in light of housing recovery in a post-disaster induced scenario. This analysis was carried out by using the proposed methodology with the intent of assessing the resilience of the newly built housing to floods in the aftermath of the 2004 Indian Ocean Tsunami.

O contrato de transporte aéreo

The international conventions and agreements on civil liability emerged with the purpose of regulating the liability of the air carrier, bearing in mind two essential factors: i) the need to protect passengers interests, and ii) to ensure the continuous development of an incipient activity by limiting the compensation amounts. This research will focus on the analysis of the nature of the contract of air carriage, as well as the air carrier's liability regime regarding damages endured by passengers that may result from the non-performance of the contract.

A intervenção da seguradora nas acções propostas contra o segurado

The problem to be discussed results from the relationship established between the insurer and insured by the conclusion of an insurance contract, namely an optional liability insurance contract, to cover the risks taken by the insured resulting from the occurrence of a claim, such as those arising from the emergence of the liability and consequent obligation to compensate damages caused to a third party. This thesis concerns thus the debate between those who consider that, in the optional insurance, the third party may require compliance with the provision to both the insured and the insurer (in the case of voluntary joinder, pursuant to Art. 27 CCP, which corresponds Art. 32 of the New Code of Civil Procedure, Law n. 41/2013 of 26 June, which entered into force on 1 September, hereinafter New Code) - insurance contract on behalf of a third party conception - in the same way that the insured defendant can bring the insurer to intervene as co-defendant in the main process, pursuant al. a) of art. 325 of the CCP (corresponding to art. 316 of the New Code - main intervention caused), and those who argue that the insurer may only intervene in the action as an ancillary party, to assist the defendant, lacking interest, therefore, in necessary or volunteer joinder, with the consequence that the insurer cannot be sued as a main party - only ancillary intervention is justifiable (cf. art. 330 CPC, which corresponds to art. 321 of the New Code).

Experimental and numerical approaches for structural assessment in new footbridge designs (SFRSCC–GFPR hybrid structure)

Within the civil engineering field, the use of the Finite Element Method has acquired a significant importance, since numerical simulations have been employed in a broad field, which encloses the design, analysis and prediction of the structural behaviour of constructions and infrastructures. Nevertheless, these mathematical simulations can only be useful if all the mechanical properties of the materials, boundary conditions and damages are properly modelled. Therefore, it is required not only experimental data (static and/or dynamic tests) to provide references parameters, but also robust calibration methods able to model damage or other special structural conditions. The present paper addresses the model calibration of a footbridge bridge tested with static loads and ambient vibrations. Damage assessment was also carried out based on a hybrid numerical procedure, which combines discrete damage functions with sets of piecewise linear damage functions. Results from the model calibration shows that the model reproduces with good accuracy the experimental behaviour of the bridge.

Tube-jack and sonic testing for the evaluation of the state of stress in historical masonry

In the investigation and diagnosis of damages to historical masonry structures, the state of stress of the masonry is an important characteristic that must be determined with as much accuracy as possible. Flat-jack testing is a traditional method used to determine the state of stress in historical masonry structures. However, when irregular masonry is tested the method can cause damage to the masonry units and the accuracy of the method is reduced. An enhanced technique, called tube-jack testing, is being developed at the University of Minho to reduce the damage caused during testing and improve the accuracy when used on irregular masonry. This method uses multiple cylindrical jacks inserted in a line of holes drilled in the mortar joints of the masonry, avoiding damage to the masonry units. Concurrently with the development of tube-jack testing, the effect of stress state on sonic testing is being studied. Sonic testing is often used to determine locations of voids and damage in masonry. The focus of these studies was to determine if the state of stress is influencing the sonic test results. In this paper the results of tube-jack testing and sonic testing on masonry walls, built for the purpose of this study in the laboratory, loaded in compression is presented. The tube-jack testing is used to estimate the state of stress in the masonry and the sonic test results are evaluated based on the effect of the applied load on the wall. Future testing and study are suggested for continued development of these test methods.

Desenvolvimento de sistema de alarmes para incontinentes

Dissertação de mestrado em redes e serviços telemáticos

High strain rate constitutive modeling forhistorical structures subjected to blast loading

Doctoral Thesis Civil Engineering

Occurrence of Aelurostrongylus abstrusus (Railliet, 1898) larvae (Nematoda: Metastrongylidae) infecting Achatina (Lissachatina) fulica Bowdich, 1822 (Mollusca: Gastropoda) in the Amazon region

Achatina fulica or "giant African snail" is an exotic species, considered to be one of the world's hundred most invasive species, causing serious environmental damages. In the present study we report, for the first time, the occurrence of Aelurostrongylus abstrusus infecting A.fulica in the Amazon region. This nematode is described parasitizing mainly the pulmonary system of felines, which causes "aelurostrongilose", also known as feline cardio-pulmonary strongyloidosis. New morphometric data of third stage larvae are presented herein. The present study demonstrated that 40% of all the snails were infected by A. abstrusus. Achatina fulica specimens were collected from three different areas in Manaus namely: rural; east and west areas. The east area presents the highest prevalence of 80%. The large number of A.fulica found in inhabited areas increases the chances of emergent zoonoses, which highlights the need of further studies so as to better control this disease.

Desenvolvimento de modelos numéricos e análise experimental de subestruturas soldadas de transformadores de potência, sujeitas a forças de curto-circuito em regime transitório

Dissertação de mestrado integrado em Engenharia Mecânica