Modelo de conhecimento para intermediários de inovação com Crowdsourcing

Tese de Doutoramento em Tecnologias e Sistemas de Informação.

The influence of the Palestinian sociocultural values in shaping the vernacular architecture of Nablus city

Recently, environmental architecture and sustainable construction has been ranked on top of the worldâ s interests. Making use of natural resources helps in reducing energy consumption and costs associated with the operation of buildings. The current architectural approaches and designs in Palestine are far away from environmental concepts, copying and simulating abroad approaches, without taking into account the culture, climate, and inhabitant's needs. On the contrast, vernacular architecture has achieved environmental concepts and has given suitable approaches and samples - without any need to simulate or copy - which come from people and land. This paper discusses how the Palestinian socio-cultural context shaped the residential vernacular architecture in Palestine, taking the old city of Nablus as a case-study. The research concept depends on analysing and trying to understand the effect of the socio-cultural context on vernacular architecture and trying to reach some rules or understandings of how it works in order to reach a modern environmental dwelling that is suitable to this concept. The research method goes through analysing study cases from the traditional architecture models and the Nablus city is selected as a case study. This analytical and qualitative method can lead to deep understanding for how to benefit from vernacular architecture in Palestine in finding the future environmental residential construction. One of the main findings of this research is to set general and special rules for building sustainable buildings in Palestine from the socio-cultural point view, in order to be a reference for designers, stakeholders, ministry of planning, and municipalities.

Abordagem histórica e institucional da mudança em contabilidade de gestão: o caso da normalização nos hospitais públicos portugueses

A teoria institucional constituiu o enquadramento no qual foi suportada a pergunta geral desta investigação: como e porquê a Normalização da Contabilidade de Gestão (NCG) nos hospitais públicos portugueses surgiu e evoluiu? O objetivo geral foi compreender de forma profunda o surgimento e a mudança nas regras de NCG dos hospitais públicos portugueses no período histórico 1954-2011. Face ao enquadramento institucional que justificou uma investigação interpretativa, foi usado como método de investigação um estudo de caso explanatório. A evidência sobre o caso da NCG nos hospitais públicos portugueses foi recolhida em documentos e através de 58 entrevistas realizadas em 47 unidades de análise (nos serviços centrais de contabilidade do Ministério da Saúde e em 46 hospitais públicos, num total de 53 existentes). Quanto aos principais resultados obtidos, no período 1954-1974, as regras criadas pelo poder político para controlo dos gastos públicos e a contabilidade orçamental de base de caixa estiveram na génese dos primeiros conceitos de Contabilidade de Gestão (CG) para os serviços públicos de saúde portugueses. A transição de um regime ditatorial para um regime democrático (25 de Abril de 1974), a criação do Plano Oficial de Contabilidade (POC/77) e a implementação de um estado social com Serviço Nacional de Saúde (SNS) criaram a conjuntura crítica necessária para o surgimento de um Plano Oficial de Contabilidade para os Serviços de Saúde (POCSS/80) que incluiu regras de CG. A primeira edição do Plano de Contabilidade Analítica dos Hospitais (PCAH), aprovada em 1996, não foi uma construção de raiz, mas antes uma adaptação para os hospitais das regras de CG incluídas no POCSS/91 que havia revisto o POCSS/80. Após o início da implementação do PCAH, em 1998, ocorreram sequências de autorreforço institucionalizadoras destas normas, no período 1998-2011, por influência de pressões isomórficas coercivas que delinearam um processo de evolução incremental cujo resultado foi uma reprodução por adaptação, num contexto de dependência de recursos. Vários agentes internos e externos pressionaram, no período 2003-2011, através de sequências reativas para a desinstitucionalização do PCAH em resposta ao persistente fenómeno de loose coupling. Mas o PCAH só foi descontinuado nos hospitais com privatização da governação e rejeição dos anteriores sistemas de informação. Ao nível da extensão da teoria, este estudo de caso adotou o institucionalismo histórico na investigação em CG, quanto se sabe pela primeira vez, que se mostra útil na interpretação dos processos e dos resultados da criação e evolução de instituições de CG num determinado contexto histórico. Na condição de dependência de recursos, as sequências de autorreforço, via isomorfismo coercivo, tendem para uma institucionalização com fenómeno de loose coupling. Como resposta a este fenómeno, ocorrem sequências reativas no sentido da desinstitucionalização. Perante as pressões (políticas, funcionais, sociais e tecnológicas) desinstitucionalizadoras, o fator governação privada acelera o processo de desinstitucionalização, enquanto o fator governação pública impede ou abranda esse processo.

Descentralização e flexibilidade organizacional: implicações para a gestão de recursos humanos

Dissertação de mestrado em Estudos de Gestão

Finalidades do estudo de um instrumento musical: intervenção pedagógica com recurso a estratégias no ensino do violino para desenvolver a atenção seletiva

Relatório de estágio de mestrado em Ensino de Música

Innovative method for the continuous monitoring of concrete viscoelastic properties since early ages: concept and pilot experiments

The experimental evaluation of viscoelastic properties of concrete is traditionally made upon creep tests that consist in the application of sustained loads either in compression or in tension. This kind of testing demands for specially devised rigs and requires careful monitoring of the evolution of strains, whereas assuring proper load constancy. The characterization of creep behaviour at early ages offers additional challenges due to the strong variations in viscoelastic behaviour of concrete during such stages, demanding for several testing ages to be assessed. The present research work aims to assist in reducing efforts for continuous assessment of viscoelastic properties of concrete at early ages, by application of a dynamic testing technique inspired in methodologies used in polymer science: Dynamic Mechanical Analyses. This paper briefly explains the principles of the proposed methodology and exhibits the first results obtained in a pilot application. The results are promising enough to encourage further developments.

Typology based method for choosing old masonry walls inspection procedures

The diagnosis of historic masonry walls is an intricate and complex field and has been an object of research for many years. This paper aims to propose practical methodologies for the diagnosis of historic masonry walls, specifically based on their typological characteristics. In order to develop such procedures, information relating to historic masonry typologies in Portugal, classified as rural, urban and military was gathered and techniques for the assessment of historic masonry were studied. All information was integrated to develop a pattern typology oriented methodology. Developed methodology was tested and validated in a small diagnosis campaign carried out in the Guimarães Castle. Methodology was proven to be advantageous and although the study is limited and focused on the Portuguese architectural specificities, it still holds global classifications, and therefore can be useful for any diagnosis procedure of a historic masonry wall.

High performance fiber reinforced concrete for the shear reinforcement: experimental and numerical research

High performance fiber reinforced concrete (HPFRC) is developing rapidly to a modern structural material with unique rheological and mechanical characteristics. Despite applying several methodologies to achieve self15 compacting requirements, some doubts still remain regarding the most convenient strategy for developing a HPFRC. In the present study, an innovative mix design method is proposed for the development of high17 performance concrete reinforced with a relatively high dosage of steel fibers. The material properties of the developed concrete are assessed, and the concrete structural behavior is characterized under compressive, flexural and shear loading. This study better clarifies the significant contribution of fibers for shear resistance of concrete elements. This paper further discusses a FEM-based simulation, aiming to address the possibility of calibrating the constitutive model parameters related to fracture modes I and II.

Risk assessment in a research laboratory during sol–gel synthesis of nano-TiO2

The occupational risks in the nanotechnology research laboratories are an important topic since a great number of researchers are involved in this area. The risk assessment performed by both qualitative and quantitative methods is a necessary step for the management of the occupational risks. Risk assessment could be performed by qualitative methods that gather consensus in the scientific community. It is also possible to use quantitative methods, based in different technics and metrics, as indicative exposure limits are been settled by several institutions. While performing the risk assessment, the information on the materials used is very important and, if it is not updated, it could create a bias in the assessment results. The exposure to TiO2 nanoparticles risk was assessed in a research laboratory using a quantitative exposure method and qualitative risk assessment methods. It was found the results from direct-reading Condensation Particle Counter (CPC) equipment and the CB Nanotool seem to be related and aligned, while the results obtained from the use of the Stoffenmanager Nano seem to indicate a higher risk level.

Methodology for real-time adaptation of tunnels support using the observational method

The observational method in tunnel engineering allows the evaluation in real time of the actual conditions of the ground and to take measures if its behavior deviates considerably from predictions. However, it lacks a consistent and structured methodology to use the monitoring data to adapt the support system in real time. The definition of limit criteria above which adaptation is required are not defined and complex inverse analysis procedures (Rechea et al. 2008, Levasseur et al. 2010, Zentar et al. 2001, Lecampion et al. 2002, Finno and Calvello 2005, Goh 1999, Cui and Pan 2012, Deng et al. 2010, Mathew and Lehane 2013, Sharifzadeh et al. 2012, 2013) may be needed to consistently analyze the problem. In this paper a methodology for the real time adaptation of the support systems during tunneling is presented. In a first step limit criteria for displacements and stresses are proposed. The methodology uses graphics that are constructed during the project stage based on parametric calculations to assist in the process and when these graphics are not available, since it is not possible to predict every possible scenario, inverse analysis calculations are carried out. The methodology is applied to the “Bois de Peu” tunnel which is composed by two tubes with over 500 m long. High uncertainty levels existed concerning the heterogeneity of the soil and consequently in the geomechanical design parameters. The methodology was applied in four sections and the results focus on two of them. It is shown that the methodology has potential to be applied in real cases contributing for a consistent approach of a real time adaptation of the support system and highlight the importance of the existence of good quality and specific monitoring data to improve the inverse analysis procedure.

Analysis and selection of indicators for a sustainability assessment method for school buildings based on SBTool ‐ PT

Nowadays, the sustainability of buildings has an extreme importance. This concept goes towards the European aims of the Program Horizon 2020, which concerns about the reduction of the environmental impacts through such aspects as the energy efficiency and renewable technologies, among others. Sustainability is an extremely broad concept but, in this work, it is intended to include the concept of sustainability in buildings. Within the concept that aims the integration of environmental, social and economic levels towards the preservation of the planet and the integrity of the users, there are, currently, several types of tools of environmental certification that are applicable to the construction industry (LEED, BREEAM, DGNB, SBTool, among others). Within this context, it is highlighted the tool SBTool (Sustainable Building Tool) that is employed in several countries and can be subject to review in institutions of basic education, which are the base for the formation of the critical masses and for the development of a country. The main aim of this research is to select indicators that can be used in a methodology for sustainability assessment (SBTool) of school buildings in Portugal and in Brazil. In order to achieve it, it will also be analyzed other methodologies that already incorporate parameters directly related with the schools environment, such as BREEAM or LEED.