Submitted by MARCEL CHUMA CERBANTES null (marcel.chuma@gmail.com) on 2017-04-16T19:19:19Z No. of bitstreams: 1 phd_dissertation_marcel_chuma_cerbantes.pdf: 2683152 bytes, checksum: bb2fddaeed33cb6c6ee2f902e3624178 (MD5) / Approved for entry into archive by Luiz Galeffi (luizgaleffi@gmail.com) on 2017-04-18T17:43:20Z (GMT) No. of bitstreams: 1 chumacerbantes_m_dr_ilha.pdf: 2683152 bytes, checksum: bb2fddaeed33cb6c6ee2f902e3624178 (MD5) / Made available in DSpace on 2017-04-18T17:43:20Z (GMT). No. of bitstreams: 1 chumacerbantes_m_dr_ilha.pdf: 2683152 bytes, checksum: bb2fddaeed33cb6c6ee2f902e3624178 (MD5) Previous issue date: 2017-03-09 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) / Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP) / Neste trabalho propõe-se o desenvolvimento de uma ferramenta computacional para o planejamento da operação de curto prazo de sistemas de distribuição com geração distribuída (GD) considerando uma abordagem probabilística. Uma modelagem sequencial formulada com base na perspectiva das companhias de distribuição (DisCos) é proposta. As decisões operacionais da DisCo são inicialmente otimizadas no estágio de operação day-ahead (DA) e, então, na operação real-time (RT). A operação DA visa maximizar a diferença entre a energia vendida aos consumidores e as compras realizadas no mercado de eletricidade atacadista e da GD, ou seja, os lucros. No estágio RT, busca-se a minimização dos ajustes necessários para acomodar os desvios das quantidades previstas no planejamento DA. Modelos de cargas dependentes de tensão e restrições relacionadas à demanda são explicitamente formulados. A rede é representada através de equações de fluxo de potência AC completo. Propõe-se ainda a incorporação de um mecanismo para precificação nodal de potência reativa. Os modelos resultantes são caracterizados como programas de otimização matemática multiperíodo de grande porte não lineares e não convexos com variáveis contínuas e discretas. Um algoritmo pseudodinâmico baseado na meta-heurística Busca Tabu (BT) é proposto para solução do problema resultante de maneira eficaz, sem linearizações. Os resultados obtidos para alimentadores de distribuição de 69 e 135 barras ilustram a eficiência da metodologia proposta. / In this work, we propose a solution solution procedure for the short-term operation planning of distribution systems with distributed generation (DG) considering a probabilistic approach. A sequential formulation based on the distribution company's (DisCo's) perspective is presented. The DisCo’s operational decisions are optimized first in a day-ahead (DA) operation stage, and then in real-time (RT). The DA operation maximizes the difference between the energy sold to customers and the purchases from the wholesale electricity market and distributed generators. In RT, the objective is to minimize the adjustments that are required to accommodate deviations from forecasted quantities. The voltage-sensitiveness of power load injections and demand related constraints are explicitly formulated. The network is modeled using full ac power flow equations. In addition, a nodal-based reactive power pricing mechanism is proposed to be incorporated in the formulation. The resulting models are characterized as large-scale non-linear non-convex mathematical programs with continuous and discrete variables. A pseudo-dynamic Tabu Search (TS)-based solution algorithm is used to tackle the problem in an effective manner, without linearizations. Numerical results from the 69-bus and 135-bus distribution test feeders illustrate the performance of the proposed approach. / FAPESP: 2013/13070-7 / FAPESP: 2014/22314-0

I byggbranschen har nya metoder för lastanalys utvecklats och digitaliserats med hjälp av datorer och kraftfulla analysprogram. En stor del av dagens lastanalys utförs med hjälp av FEM baserade program. Dessa program bidrar till mer tidsbesparing och större noggrannhet.FEM-Design är ett FEM baserad analys program som kan hantera olika typer konstruktioner. Trots detta är inte programmet tillräckligt lämpat för brodimensionering när det gäller trafiklaster på broar. Konstruktören behöver därför gå igenom Eurokods-och Trafikverkets regler och krav för att hitta information kring trafikaster och därefter skapa dem i programmet.För att kunna utnyttja programmets kraftiga funktioner och anpassa det mer för brodimensionering, behöver programmet kompletteras med nya funktioner som underlättar hantering av rörliga laster. Målet var att undersöka olika lastmodeller enligt Eurokoden och TRVFS, och skapa dem i FEM-Design. Dessutom peka ut vilka förbättringar som kan utföras i programmet för att underlätta hantering av dessa trafiklaster.Tillsammans med StruSoft AB utfördes lastdefinitioner av Lastmodell 1, Lastmodell 2, och Lastmodell 3 i programmet FEM-Design.Resultatet av arbetet visar en mängd nya fordonslaster som definierades i programmet och som är baserade på det europeiska Eurokoden, och inhemska krav.Programmet FEM-Design går framgångsrikt att göras mer praktisk för brodimensioneringar. Med fortsatta studier, extra funktioner, och mer lastmodell-definitioner har FEM-Design potentialen att även konkurrera med andra bro-program. / In the construction industry, new methods of load analysis have been developed and digitized using computers and powerful analysis programs. A large part of today's load analysis is performed using FEM based programs, which contributes to time saving and greater accuracy.FEM-Design is a FEM based analysis program that can handle different types of constructions. Nevertheless, the program is not sufficiently applied to bridge dimensioning when it comes to traffic loads on bridges. The designer therefore needs to review the Eurocode rules and national requirements in order to find information about the moving loads and then define them in the program.In order to utilize the program's powerful features and suit it more for bridge dimensioning, the program needs to be complemented with new features that will facilitate the handling of moving loads. The goal was to examine the different load models according to the Eurocode and TRVFS, and creates them in FEM Design. In addition, identify which improvements can be made to the program to facilitate the handling of the traffic loads.Together with StruSoft AB, load definitions of Load model 1, Load model 2, and Load model 3 were performed in the FEM-Design program.The result of the work shows a number of new vehicle loads as defined in the program, which are based on the European Eurocode, and the country's special requirements.The program can successfully be made more practical for bridge constructions. With continued studies, additional features, and more load model definitions, FEM-Design has the potential to compete with other bridge programs.

The aim of this thesis is the design and analysis of pedestrian bridge across the lagoon. Three variants were designed. The variant of structure, which combines stress ribbon with steel arches, was chosen for analysis. There is a chapter in this thesis which deals with an ideal shape of arches for different types of loads. The calculation of load effects was made in software Ansys 17.0, considering scnstruction stages. Ultimate limit state and state limit state are evaluated. For evaluation of concrete cross sections was used MS Excel. Steel cross sections were evaluated in software Ansys 17.0. d Dynamic behaviour of construction was assessed. The mode shapes and natural frequencies were calculated. The harmonic excitation response was studied. The loss of stability was checked. The design and assessment are according to the european standards.