Desenvolvimento de ferramentas BIM no âmbito do cálculo estrutural em situação de incêndio

Este trabalho insere-se no âmbito de um estágio curricular realizado no gabinete de projetos SE2P, durante o qual foram desenvolvidas ferramentas de cálculo estrutural em situação de incêndio, integradas numa metodologia de trabalho que segue os princípios inerentes à tecnologia BIM (Building Information Modeling). Em particular foi implementado um procedimento de análise ao fogo segundo os modelos simplificados prescritos pelos Eurocódigos. Estes modelos garantem a segurança estrutural, permitindo, de forma rápida e eficiente, a determinação das necessidades de proteção passiva para diferentes cenários, tendo em vista a obtenção da solução mais económica. Esta dissertação, para além da apresentação do trabalho desenvolvido em regime de estágio curricular, objetivou dotar o leitor de um documento que introduza os principais conceitos relativos ao cálculo estrutural em situação de incêndio, indicando as várias opções de análise e respetivas vantagens e desvantagens, ajudando a definir a sua adequabilidade ao projeto em estudo. Neste contexto é efetuada uma introdução geral ao fenómeno do fogo e às medidas mais correntes de proteção, indicando-se os documentos normativos aplicáveis tanto ao cálculo estrutural como aos materiais de proteção. É também abordada a interação entre as várias normas que devem ser consultadas quando é efetuada uma análise ao fogo, e quais se aplicam a cada fase da análise. Efetua-se uma clara distinção entre a análise do comportamento térmico e mecânico, indicando-se as principais propriedades dos materiais em função do tipo de análise e a forma como são afetadas pela temperatura. No campo da análise do comportamento térmico faz-se essencialmente referência aos modelos de cálculo simplificados do desenvolvimento da temperatura em elementos metálicos e vigas mistas, com e sem proteção passiva. No que concerne ao campo da análise do comportamento mecânico são descritos os modelos de cálculo simplificados para a verificação da segurança estrutural atendendo às ações e combinações em situação de incêndio e à perda de resistência a temperaturas elevadas. Relativamente ao trabalho desenvolvido na SE2P, relativo ao desenvolvimento de ferramentas de cálculo e a sua implementação na análise ao fogo, realiza-se uma descrição detalhada de todo o processo, e da forma como se integra no conceito BIM, utilizando informações provenientes da modelação das estruturas e introduzindo novos dados ao modelo. Realizou-se também a aplicação de todo o procedimento de análise e das ferramentas desenvolvidas, a um caso de estudo baseado num edifício de habitação. Este caso de estudo serviu também para criar cenários de otimização utilizando-se referências de preços de mercado para o aço, sua transformação em fábrica e sistemas de proteção passiva, demonstrando-se a dificuldade em encontrar caminhos rápidos e diretos de decisão no processo de otimização.

HACCP numa indústria corticeira: implementação, identificação de pontos críticos e proposta de acções correctivas

Mestrado em Engenharia Química

O impacto do controlo interno nas instituições particulares de Solidariedade Social - a qualidade dos serviços prestados na área da segurança alimentar IPSS: estudo do caso das IPSS do concelho de Vale de Cambra

Dissertação apresentada ao Instituto Superior de Contabilidade e Administração do Porto para cumprimento dos requisitos necessários à obtenção do grau de Mestre em Auditoria, realizada sob a orientação científica do Mestre Carlos Mendes, Equiparado a Professor Adjunto do Instituto Superior de Contabilidade e Administração do Porto. Orientada por Mestre Carlos Mendes Porto, abril 2014

Avaliação das práticas de Segurança Alimentar em Mercados Municipais

Dissertação de Mestrado em Gestão Integrada da Qualidade, Ambiente e Segurança

Toward a Run-Time Verification Framework for Real-Time Safety-Critical Systems

Presented at SEMINAR "ACTION TEMPS RÉEL:INFRASTRUCTURES ET SERVICES SYSTÉMES". 10, Apr, 2015. Brussels, Belgium.

Passive Fault-Tolerance Management in Component-based Embedded Systems

It is imperative to accept that failures can and will occur, even in meticulously designed distributed systems, and design proper measures to counter those failures. Passive replication minimises resource consumption by only activating redundant replicas in case of failures, as typically providing and applying state updates is less resource demanding than requesting execution. However, most existing solutions for passive fault tolerance are usually designed and configured at design time, explicitly and statically identifying the most critical components and their number of replicas, lacking the needed flexibility to handle the runtime dynamics of distributed component-based embedded systems. This paper proposes a cost-effective adaptive fault tolerance solution with a significant lower overhead compared to a strict active redundancy-based approach, achieving a high error coverage with the minimum amount of redundancy. The activation of passive replicas is coordinated through a feedback-based coordination model that reduces the complexity of the needed interactions among components until a new collective global service solution is determined, improving the overall maintainability and robustness of the system.

Application of wetland systems in the treatment of acid rock mine drainage

The presented work was conducted within the Dissertation / Internship, branch of Environmental Protection Technology, associated to the Master thesis in Chemical Engineering by the Instituto Superior de Engenharia do Porto and it was developed in the Aquatest a.s, headquartered in Prague, in Czech Republic. The ore mining exploitation in the Czech Republic began in the thirteenth century, and has been extended until the twentieth century, being now evident the consequences of the intensive extraction which includes contamination of soil and sub-soil by high concentrations of heavy metals. The mountain region of Zlaté Hory was chosen for the implementation of the remediation project, which consisted in the construction of three cells (tanks), the first to raise the pH, the second for the sedimentation of the formed precipitates and a third to increase the process efficiency in order to reduce high concentrations of metals, with special emphasis on iron, manganese and sulfates. This project was initiated in 2005, being pioneer in this country and is still ongoing due to the complex chemical and biological phenomenon’s inherent to the system. At the site where the project was implemented, there is a natural lagoon, thereby enabling a comparative study of the two systems (natural and artificial) regarding the efficiency of both in the reduction/ removal of the referred pollutants. The study aimed to assist and cooperate in the ongoing investigation at the company Aquatest, in terms of field work conducted in Zlaté Hory and in terms of research methodologies used in it. Thereby, it was carried out a survey and analysis of available data from 2005 to 2008, being complemented by the treatment of new data from 2009 to 2010. Moreover, a theoretical study of the chemical and biological processes that occurs in both systems was performed. Regarding the field work, an active participation in the collection and in situ sample analyzing of water and soil from the natural pond has been attained, with the supervision of Engineer, Irena Šupiková. Laboratory analysis of water and soil were carried out by laboratory technicians. It was found that the natural lagoon is more efficient in reducing iron and manganese, being obtained removal percentages of 100%. The artificial lagoon had a removal percentage of 90% and 33% for iron and manganese respectively. Despite the minor efficiency of the constructed wetland, it must be pointed out that this system was designed for the treatment and consequent reduction of iron. In this context, it can conclude that the main goal has been achieved. In the case of sulphates, the removal optimization is yet a goal to be achieved not only in the Czech Republic but also in other places where this type of contamination persists. In fact, in the natural lagoon and in the constructed wetland, removal efficiencies of 45% and 7% were obtained respectively. It has been speculated that the water at the entrance of both systems has different sources. The analysis of the collected data shows at the entrance of the natural pond, a concentration of 4.6 mg/L of total iron, 14.6 mg/L of manganese and 951 mg/L of sulphates. In the artificial pond, the concentrations are 27.7 mg/L, 8.1 mg/L and 382 mg/L respectively for iron, manganese and sulphates. During 2010 the investigation has been expanded. The study of soil samples has started in order to observe and evaluate the contribution of bacteria in the removal of heavy metals being in its early phase. Summarizing, this technology has revealed to be an interesting solution, since in addition to substantially reduce the mentioned contaminants, mostly iron, it combines the low cost of implementation with an reduced maintenance, and it can also be installed in recreation parks, providing habitats for plants and birds.

Towards a flexible and dynamic replication control for distributed real-time embedded systems with QoS interdependencies

Replication is a proven concept for increasing the availability of distributed systems. However, actively replicating every software component in distributed embedded systems may not be a feasible approach. Not only the available resources are often limited, but also the imposed overhead could significantly degrade the system's performance. The paper proposes heuristics to dynamically determine which components to replicate based on their significance to the system as a whole, its consequent number of passive replicas, and where to place those replicas in the network. The results show that the proposed heuristics achieve a reasonably higher system's availability than static offline decisions when lower replication ratios are imposed due to resource or cost limitations. The paper introduces a novel approach to coordinate the activation of passive replicas in interdependent distributed environments. The proposed distributed coordination model reduces the complexity of the needed interactions among nodes and is faster to converge to a globally acceptable solution than a traditional centralised approach.

Flexible and dynamic replication control for interdependent distributed real-time embedded systems

Replication is a proven concept for increasing the availability of distributed systems. However, actively replicating every software component in distributed embedded systems may not be a feasible approach. Not only the available resources are often limited, but also the imposed overhead could significantly degrade the system’s performance. This paper proposes heuristics to dynamically determine which components to replicate based on their significance to the system as a whole, its consequent number of passive replicas, and where to place those replicas in the network. The activation of passive replicas is coordinated through a fast convergence protocol that reduces the complexity of the needed interactions among nodes until a new collective global service solution is determined.

Run-time Monitoring Architecture for RealTime Systems

Presented at INForum - Simpósio de Informática (INFORUM 2015). 7 to 8, Sep, 2015. Portugal.