Avaliação do risco de galgamento de estruturas portuárias: o caso do Porto de Ponta Delgada (Açores, Portugal)

A análise do galgamento de estruturas portuárias não só é importante para a avaliação da segurança de bens, pessoas e equipamentos e das atividades junto a elas desenvolvidas, como também a nível económico e financeiro. A finalidade deste trabalho é a aplicação da metodologia desenvolvida pelo Laboratório Nacional de Engenharia Civil (LNEC) para a avaliação do risco de galgamento de estruturas portuárias ao Porto de Ponta Delgada, Açores, num período de dois anos (2011 e 2012), para cinco secções nele enquadradas. A metodologia desenvolvida ao longo desde trabalho apresenta como componentes essenciais a caraterização da agitação marítima a que estão sujeitas as secções em estudo e o cálculo do caudal médio de galgamento por metro linear de estrutura. Estas duas variáveis, inicialmente estudadas e indispensáveis neste trabalho, são obtidas com base em dados de agitação marítima em águas profundas fornecidas pelo modelo regional de previsão de agitação WAVEWATCH III, que, acoplado ao modelo espetral SWAN e ao modelo de declive suave DREAMS, permite a obtenção da agitação marítima incidente na entrada do porto e no seu interior, respetivamente. Os resultados do modelo SWAN são validados mediante uma comparação com dados medidos in situ pela boia ondógrafo localizada ao largo da zona em estudo. Os parâmetros de agitação marítima obtidos para as cinco secções em análise permitem determinar o caudal médio de galgamento, com recurso à ferramenta NN_OVERTOPPING, baseada em redes neuronais.Em seguida, como resultado da combinação entre os valores de probabilidades e de consequências associadas, quando ultrapassado um determinado caudal médio de galgamento admissível anteriormente estabelecido para cada zona em estudo, é obtido um grau de risco de galgamento para cada zona analisada, o que permite criar um mapa de risco que servirá de informação para o planeamento de operações e de futuras intervenções nessa envolvente.

Avaliação numérica do comportamento sísmico de estruturas de betão armado

Os danos provocados por sismos encontram-se diretamente relacionados com os movimentos do solo que este possa provocar, com a vulnerabilidade da estrutura geológica e com a capacidade das construções para resistirem a tais ações. A preocupação na salvaguarda da vida humana e no mitigar dos danos provocados por eventos sísmicos conduziu a um grande avanço e aperfeiçoamento na compreensão do fenómeno, nas suas consequências e nas técnicas de conceção e de dimensionamento sismo-resistentes. À medida que as exigências técnicas evoluem, procura-se desenvolver métodos de análise que descrevam melhor o comportamento real das estruturas. Embora atualmente as análises dinâmicas tridimensionais lineares com base em análises modais e em coeficientes de comportamento sejam muito utilizadas, devido essencialmente à sua simplicidade e rapidez de execução, tem-se verificado uma crescente aderência a novas metodologias que têm diretamente em conta o comportamento não linear das estruturas quando sujeitas a ações sísmicas. Esta tese tem como principal objetivo estudar diferentes técnicas de simulação numérica do comportamento sísmico de estruturas de betão armado. São descritas as principais características das metodologias de simulação numérica mais utilizadas tanto em gabinete de projeto como em estudos de investigação. É dada especial atenção às análises dinâmicas não lineares, uma vez que esta técnica foi utilizada para simular o comportamento de uma estrutura de betão armado de um piso, que foi ensaiada no âmbito da 15ª Conferência Mundial em Engenharia Sísmica. Para avaliar a capacidade de simulação desta técnica, os resultados numéricos são diretamente comparados com os resultados experimentais, sendo possível verificar uma boa concordâncias entre ambos.

Caracterização, simulação (à escala) e modelação do escoamento em canais artificiais: aplicação a caso de estudo

Os escoamentos no interior de zonas urbanas, apresentam grande heterogeneidade, pelo que a sua caracterização, requer uma formulação que incorpore explicitamente essa variabilidade espacial. A caracterização, simulação (à escala) e modelação do escoamento em canais artificiais e a aplicação a um caso de estudo, no Laboratório de Hidráulica da UMa, representa o cerne desta dissertação. Os objetivos principais desta dissertação são: a caracterização e desenvolvimento de ferramentas de simulação do comportamento do escoamento em canais artificiais, no caso de uma variação súbita dos caudais afluentes, mecanismos de prevenção de cheia; o desenvolvimento de um modelo de simulação hidrodinâmico, considerando os escoamentos variáveis em superfície livre no caso de situações de cheia, na simulação entre as condições variáveis das afluências, das condições hidromorfológicas do canal e da instalação e operação dos sistemas e regulação dos escoamentos; e ainda a análise da viabilidade da simulação (modelo) na gestão e prevenção de cheias em canais artificiais. Numa primeira instância, procede-se à recolha de toda a informação bibliográfica disponível. Com recurso aos modelos digitais do terreno e ao programa ArcGis, é efetuada toda uma exaustiva caracterização da bacia hidrográfica, relativa ao caso de estudo (canal artificial), a partir da qual foi possível obter os dados inerentes às características geométricas, características de relevo e características de drenagem. Segue-se a análise da precipitação com recurso a folhas de cálculo e dados fornecidos pelas instituições pertinentes, de forma a obter valores de precipitação média diária e anual para aplicação de fórmulas, tanto para calcular valores de tempo de concentração, bem como caudais. O próximo passo é selecionar os troços relevantes do canal em estudo e com recurso ao equipamento disponível no Laboratório de Hidráulica da UMa, à folha de cálculo programada e ao programa HEC-RAS procede-se à simulação/modelação/análise desses troços, comparando o resultado/comportamento simulado, com o expectável e entre os vários métodos. Por fim, são expostas as conclusões, bem como algumas considerações finais e uma listagem de objetivos a manter ou alcançar nos próximos anos, onde se incluem, ações prioritárias e recomendações visando, não só melhorar o processo de caracterização do escoamento em canais artificiais, bem como simplificar a prevenção e gestão de cheias.

O impacto do uso do computador nas práticas pedagógicas do ensino fundamental I: o construcionismo como inovação pedagógica

O processo de inserção do computador nas escolas públicas brasileiras decorre das políticas de Informática Educativa do Governo Federal, sendo o seu programa atual conhecido como Proinfo (Programa Nacional de Tecnologia Educacional). Esse programa tem, em seus objetivos principais, pretensões de que sejam criados ambientes de aprendizagem inovadores decorrentes da inserção do computador na educação e apresenta o Construcionismo como referencial teórico principal nas suas prescrições para a criação de tais ambientes. Uma Inovação Pedagógica seria uma ruptura com práticas educacionais tradicionais, possibilitando a criação de ambientes de aprendizagem novos, onde o foco não estaria mais na transmissão de saber por parte do professor e, sim, na construção ativa do conhecimento por parte dos alunos. Uma política educacional (como o Proinfo, por exemplo), inovações tecnológicas (como o computador) ou quaisquer outros fatores externos à escola podem até apoiar as rupturas necessárias a uma Inovação Pedagógica, mas esta não é algo intrínseco a tais fatores: a Inovação vem de dentro da escola, é algo construído em contexto pela ação local dos professores e alunos. Visto que o computador não traz em si nenhuma pedagogia, podendo ser usado tanto para reforçar pedagogias tradicionais quanto para potencializar uma Inovação Pedagógica e que esta não necessariamente decorrerá das prescrições presentes no Proinfo, o presente estudo objetivou analisar se as mudanças que aconteceram nas práticas pedagógicas do Ensino Fundamental I (2º. ao 5º. ano), após a inserção do computador em sala de aula, representam uma Inovação Pedagógica ou não, assumindo-se como referencial de Inovação Pedagógica o mesmo referencial presente nas prescrições do Proinfo, o Construcionismo. Foi realizada uma observação participante do cotidiano das aulas e do processo de inserção do computador, entrevistas com alunos e professores bem como uma análise documental das prescrições presentes nos livros do Proinfo.

Lixo hospitalar: na estrutura curricular de cursos superiores de saude na cidade de Imperatriz – MA

SILVA, Dany Geraldo Kramer Cavalcanti e et al. Lixo hospitalar: na estrutura curricular de cursos superiores de saude na cidade de Imperatriz-MA. Educação Ambiental em Ação, v. 27, p. 00-10, 2009.

Modelagem dinâmica e simulação computacional de poços de petróleo verticais e direcionais com elevação por bombeio mecânico

LINS, Filipe C. A. et al. Modelagem dinâmica e simulação computacional de poços de petróleo verticais e direcionais com elevação por bombeio mecânico. In: CONGRESSO BRASILEIRO DE PESQUISA E DESENVOLVIMENTO EM PETRÓLEO E GÁS, 5. 2009, Fortaleza, CE. Anais... Fortaleza: CBPDPetro, 2009.

A estrutura burocrática de poder no stricto sensu em administração no Brasil: o caso do mestrado profissional em administração pública em Rede Nacional - PROFIAP

This study approaches bureaucratic organizational structures with the aim to understand the adherence procedure to virtual technologies in the stricto sensu educational administrative process. Thus, the author navigates through the formation of these organizations in Brazil with the intent to demonstrate the bureaucratic organizational culture and the consequent form of domination of those who detain power. In this epistemological construction, the author explores the culture s bureaucratic environment and the organizational power. In the analyses, it was observed the technological phenomenon in the ODL s administrative environment, which can explain the adherence procedure to structures and technological instruments for stricto sensu courses that, hypothetically, dilutes the traditional inherited organizational axiom. Therefore, it was utilized as object of study the Professional Master s degree in National Scale Public Administration PROFIAP, hence analyzing the documental content and the legislation related to institutionalization as well as the positioning of professors/coordinators and of the director of CAPES/MEC. Considering this axioms, it was concluded that the bureaucratic structures can admit ODL in the stricto sensu s environment. However, this can only be done as long as the adherence does not imply in a dilution of the traditional forms of power and institutional bureaucratic inherited dominance, as well as the alleged hegemony of the governmental structure in the educational administration adopted in person by the stricto sensu courses in Brazil

Determinantes da Estrutura de Capital de Companhias Abertas Brasileiras Não-Financeiras: Um Estudo Empírico com Dados em Painel

When a company desires to invest in a project, it must obtain resources needed to make the investment. The alternatives are using firm s internal resources or obtain external resources through contracts of debt and issuance of shares. Decisions involving the composition of internal resources, debt and shares in the total resources used to finance the activities of a company related to the choice of its capital structure. Although there are studies in the area of finance on the debt determinants of firms, the issue of capital structure is still controversial. This work sought to identify the predominant factors that determine the capital structure of Brazilian share capital, non-financial firms. This work was used a quantitative approach, with application of the statistical technique of multiple linear regression on data in panel. Estimates were made by the method of ordinary least squares with model of fixed effects. About 116 companies were selected to participate in this research. The period considered is from 2003 to 2007. The variables and hypotheses tested in this study were built based on theories of capital structure and in empirical researches. Results indicate that the variables, such as risk, size, and composition of assets and firms growth influence their indebtedness. The profitability variable was not relevant to the composition of indebtedness of the companies analyzed. However, analyzing only the long-term debt, comes to the conclusion that the relevant variables are the size of firms and, especially, the composition of its assets (tangibility).This sense, the smaller the size of the undertaking or the greater the representation of fixed assets in total assets, the greater its propensity to long-term debt. Furthermore, this research could not identify a predominant theory to explain the capital structure of Brazilian

Estrutura de organizações sociais: adaptação aos projetos sociais ou às pressões institucionais?

This is a study concerning in the structure of non governmental organizations, based on the institutional theory. It aims to understand the relation among structure, social projects and environmental influences, analyzing if there is coherence with project social or expresses adaptation to the institutional pressures of the environment. It introduces as theoretical support for the themes, studies about institutional theory and social structure. The research is descriptive and exploratory; it also applies to a study of case, based on the technical procedures. From the research universe, that was compound by non governmental organizations from Natal, RN, Brasil, it was chosen the Casa Renascer, a non governmental organization that works with the combat to the violence and sexual exploration of children and teenagers. The data collection process employed includes documental research, observations and semi structured research devices, guided by the organizational process proposed by Serva (1996) and by the institutional theory. The collected data were qualitatively treated. The analysis was divided into three parts, following the research matters. The social project characterization demonstrated that the organization went by three main phases. The first one, characterized by focus in women and girls education and health; the second shows the emphasis on girls in social risk situation, with preventive approach; and the last one, characterized by victims assistance of violence and sexual exploration. From the analysis using the institutional theory mechanisms, the results showed that exists coherence between structure and environmental influences, but a weak coherence between structure and social projects. It indicates as main determinant of the structure, an aspect forgotten by the institutional theory, the power. It was observed the presence from normative, coercive and mimetic mechanisms, highlighting normative influences

Tangibilidade, classe de ativos e estrutura de capital das empresas listadas na BM&FBOVESPA

This study aims to investigate the influence of the asset class and the breakdown of tangibility as determinant factors of the capital structure of companies listed on the BM & FBOVESPA in the period of 2008-2012. Two current assets classes were composed and once they were grouped by liquidity, they were also analyzed by the financial institutions for credit granting: current resources (Cash, Bank and Financial Applications) and operations with duplicates (Stocks and Receivables). The breakdown of the tangible assets was made based on its main components provided as warrantees for loans like Machinery & Equipment and Land & Buildings. For an analysis extension, three metrics for leverage (accounting, financial and market) were applied and the sample was divided into economic sectors, adopted by BM&FBOVESPA. The data model in dynamic panel estimated by a systemic GMM of two levels was used in this study due its strength to problems of endogenous relationship as well as the omitted variables bias. The found results suggest that current resources are determinants of the capital structure possibly because they re characterized as proxies for financial solvency, being its relationship with debt positive. The sectorial analysis confirmed the results for current resources. The tangibility of assets has inverse proportional relationship with the leverage. As it is disintegrated in its main components, the significant and negative influence of machinery & equipment was more marked in the Industrial Goods sector. This result shows that, on average, the most specific assets from operating activities of a company compete for a less use of third party resources. As complementary results, it was observed that the leverage has persistence, which is linked with the static trade-off theory. Specifically for financial leverage, it was observed that the persistence is relevant when it is controlled for the lagged current assets classes variables. The proxy variable for growth opportunities, measured by the Market -to -Book, has the sign of its contradictory coefficient. The company size has a positive relationship with debt, in favor of static trade-off theory. Profitability is the most consistent variable in all the performed estimations, showing strong negative and significant relationship with leverage, as the pecking order theory predicts

Modos projetuais de simulação: uso de ferramentas de simulação térmica no processo projetual de arquitetura

This thesis aims to describe and demonstrate the developed concept to facilitate the use of thermal simulation tools during the building design process. Despite the impact of architectural elements on the performance of buildings, some influential decisions are frequently based solely on qualitative information. Even though such design support is adequate for most decisions, the designer will eventually have doubts concerning the performance of some design decisions. These situations will require some kind of additional knowledge to be properly approached. The concept of designerly ways of simulating focuses on the formulation and solution of design dilemmas, which are doubts about the design that cannot be fully understood nor solved without using quantitative information. The concept intends to combine the power of analysis from computer simulation tools with the capacity of synthesis from architects. Three types of simulation tools are considered: solar analysis, thermal/energy simulation and CFD. Design dilemmas are formulated and framed according to the architect s reflection process about performance aspects. Throughout the thesis, the problem is investigated in three fields: professional, technical and theoretical fields. This approach on distinct parts of the problem aimed to i) characterize different professional categories with regards to their design practice and use of tools, ii) investigate preceding researchers on the use of simulation tools and iii) draw analogies between the proposed concept, and some concepts developed or described in previous works about design theory. The proposed concept was tested in eight design dilemmas extracted from three case studies in the Netherlands. The three investigated processes are houses designed by Dutch architectural firms. Relevant information and criteria from each case study were obtained through interviews and conversations with the involved architects. The practical application, despite its success in the research context, allowed the identification of some applicability limitations of the concept, concerning the architects need to have technical knowledge and the actual evolution stage of simulation tools

Utilização de um aplicativo de simulação computacional na avaliação de desempenho térmico de protótipo de habitação de interesse social (his)

This Masters Degree dissertation seeks to make a comparative study of internal air temperature data, simulated through the thermal computer application DesignBuilder 1.2, and data registered in loco through HOBO® Temp Data Logger, in a Social Housing Prototype (HIS), located at the Central Campus of the Federal University of Rio Grande do Norte UFRN. The prototype was designed and built seeking strategies of thermal comfort recommended for the local climate where the study was carried out, and built with panels of cellular concrete by Construtora DoisA, a collaborator of research project REPESC Rede de Pesquisa em Eficiência Energética de Sistemas Construtivos (Research Network on Energy Efficiency of Construction Systems), an integral part of Habitare program. The methodology employed carefully examined the problem, reviewed the bibliography, analyzing the major aspects related to computer simulations for thermal performance of buildings, such as climate characterization of the region under study and users thermal comfort demands. The DesignBuilder 1.2 computer application was used as a simulation tool, and theoretical alterations were carried out in the prototype, then they were compared with the parameters of thermal comfort adopted, based on the area s current technical literature. Analyses of the comparative studies were performed through graphical outputs for a better understanding of air temperature amplitudes and thermal comfort conditions. The data used for the characterization of external air temperature were obtained from the Test Reference Year (TRY), defined for the study area (Natal-RN). Thus the author also performed comparative studies for TRY data registered in the years 2006, 2007 and 2008, at weather station Davis Precision Station, located at the Instituto Nacional de Pesquisas Espaciais INPE-CRN (National Institute of Space Research), in a neighboring area of UFRN s Central Campus. The conclusions observed from the comparative studies performed among computer simulations, and the local records obtained from the studied prototype, point out that the simulations performed in naturally ventilated buildings is quite a complex task, due to the applications limitations, mainly owed to the complexity of air flow phenomena, the influence of comfort conditions in the surrounding areas and climate records. Lastly, regarding the use of the application DesignBuilder 1.2 in the present study, one may conclude that it is a good tool for computer simulations. However, it needs some adjustments to improve reliability in its use. There is a need for continued research, considering the dedication of users to the prototype, as well as the thermal charges of the equipment, in order to check sensitivity

O processo de urbanização de Mossorò: dos processos históricos à estrutura urbana atual

The general objective of this academic work is to analyze the relationship between the territorial division and the urban expansion process of Mossoró city, understood here as the production and occupation of space. The urban expansion in Mossoró, since its formation as settlement in 1772 until current days, identifies with the Brazilian urbanization process whose growth is determined by the capitalist development. Thus, the expansion was determined by several economical specializations imposed by the territorial division of work which occurs at an interregional level, and, sometimes at an international level. Then, each specialization determined a moment of the urban expansion of the city, as follows: a) The cattle farmer specialization, between 1772 and 1857, when the urban expansion was shy, is summarized to a commercial square that received goods from Aracati aiming to cover a wide rural area; b) The commercial emporium specialization, between 1857 and 1930, when the urban expansion took an important impulse with the concentration of public and private capitals; c) The salt industry and the agricultural-industrial exporter specialization inside a state of development policy, between 1930 and 1970, when the urban expansion, joined to the settlement of the working class in the urban soil, developed along an important axis -the railway; d) The render of services specialization inside a state of intervention policy, between 1970 and 1990, when the urban expansion was characterized by the accelerated growth rhythm, by the reuse of some spaces, and by space segregation of demanding people; e) The render of services policy inside a neoliberal state policy, since 1990 until current days, when the urban expansion reduced its rhythm abruptly, when only small alterations occurred in the existing spaces. It focused on social policies and on several slums eradication programs. Finally, the territorial structure is deeply articulated with others, no territorial, but economical, social and political, which happens at a national, regional and local rate. Only within a historical and conceptual panorama, it was possible to explain the urban expansion in Mossoró from its formation in 1772 until current days. Therefore, this work is a several discipline analysis of the urbanization process existing in Mossoró

Simulação computacional como ferramenta de auxílio ao projeto: aplicação em edifícios naturalmente ventilados no clima de Natal/RN

Natural air ventilation is the most import passive strategy to provide thermal comfort in hot and humid climates and a significant low energy strategy. However, the natural ventilated building requires more attention with the architectural design than a conventional building with air conditioning systems, and the results are less reliable. Therefore, this thesis focuses on softwares and methods to predict the natural ventilation performance from the point of view of the architect, with limited resource and knowledge of fluid mechanics. A typical prefabricated building was modelled due to its simplified geometry, low cost and occurrence at the local campus. Firstly, the study emphasized the use of computational fluid dynamics (CFD) software, to simulate the air flow outside and inside the building. A series of approaches were developed to make the simulations possible, compromising the results fidelity. Secondly, the results of CFD simulations were used as the input of an energy tool, to simulate the thermal performance under different rates of air renew. Thirdly, the results of temperature were assessed in terms of thermal comfort. Complementary simulations were carried out to detail the analyses. The results show the potentialities of these tools. However the discussions concerning the simplifications of the approaches, the limitations of the tools and the level of knowledge of the average architect are the major contribution of this study

Habitabilidade na cidade sobre as águas: desafios da implantação de infra-estrutura de saneamento nas palafitas do Igarapé do Quarenta bairro Japiim Manaus/AM

The present research if inserts in the subject of the habitation of social interest and its relation with the sanitation infra-structure questions (sewer, water, draining and garbage). Having as study universe the narrow river of the Forty , situated one in the city of Manaus, capital of Amazon, approaches questions that if present between the necessities of housing and the especificidades of the natural environment, whose characteristics evidence limits for the implantation of adequate habitations. The objective is to analyze the possibilities and the limits of the urbanística regularization in the palafitas of the narrow rivers of Manaus, in view of the factors of habitability and ambient protection, expresses for the sanitation system - sanitary exhaustion, water supply, urban draining and garbage collection. The work approaches initially relative the conceptual aspects to the subject of social habitation in the country and its relation with the habitability factors, also focusing the question of the housing and the processes of urban informality in the city of Manaus. It deals with the process of constitution of the palafitas in the space of the city and its relation with the habitacionais politics, presenting the analysis of the implantation of the palafitas in relation to the sanitation infra-structure conditions (sewer, water, draining and garbage). As conclusion, it identifies to the possibilities and limits of urbanística regularization of the palafitas implanted to the long one of the narrow river of the Forty , taking in consideration the systems of the sanitation infrastructure