Comportamento estrutural de lajes pré-moldadas treliçadas com adição de resíduos de borracha de pneu

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Estudo de lajes com adição de resíduo de pneu

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Análise numérica de lajes treliçadas pré-moldadas com adição de resíduo de borracha

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Determinação dos esforços em lajes pelo métodos dos elementos de contorno

Through deductions and formulations of the equations governing the behavior of plates elastic and thin based Kirchhoff theory, it is evident that it is justifiable to the complication of the numerical methods considering the complexity of the equations that describe the physical behavior of these elements and obtaining analytical solutions for specific situations. This study is directed to the application of the numerical method which is based on discretizations to the simplest elements which results in the reduction of data to be processed from. The numerical method in question is the Boundary Element Methods (BEM), as the name suggests, the discretizations are only the edges of the elements. The BEM converts the complex integral equations, in sums of functions that reduce the unknowns at the nodes that define the ends of discrete elements, obtaining internal values to elements using interpolation functions. Confirming the need and usefulness of the BEM, apply, then the foundations necessary to the specific cases of Civil Engineering where traditional methods do not provide the desired support, leaving in question the security situations and economics of the projects

Proposta de modelo para obtenção de momentos fletores de lajes nervuradas

In building the structural part that primarily supports loads, wich then makes the effort to transfer the remaining is the slab wich the forwards the effort to beam and then to the pillars. As architectural plans requir more complex, the great the spans, eg cases of slabs garages building, since it is not very useful when you put many pillars, over the number of vacancies. Major spans in dealing with solid slbs mean greater thicknesses.....

Estudo teórico-experimental da distribuição das ações verticais entre paredes de edifício de alvenaria estrutural cerâmica em escala reduzida

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Geoarqueologia e paleoidrologia da planicie aluvial holocênica do alto Rio Madeira entre Porto Velho e Abunã - RO

Pós-graduação em Geociências e Meio Ambiente - IGCE

Processo de umidificação de massas cerâmicas por sistema de moagem via seca com aspersão de polpa

Processo de umidificação de massas cerâmicas por sistema de moagem via seca com aspersão de polpa pertencente ao setor de cerâmica, que trata de uma invenção no processo de umidificação de massas cerâmicas para conformação de peças, aplicadas principalmente em pisos e revestimentos, em que se aplica aspersão de polpa na fase de umidificação do pó moído por via seca para a prensagem das placas cerâmicas. Adicionalmente, o processo pode também ser aplicado na fase de mistura, homogeneização, laminação e demais etapas de preparação da massa para manufatura de produtos de cerâmica vermelha ou estrutural extrudados (p.ex. tijolos, blocos e lajes), extrudados e prensados (p.ex. telhas) e de tornearia (p. ex. vasos e potes).

Estudo de placas com várias condições de contorno e de carregamento através do método dos elementos de contorno

Even today tables are used in the calculation of structures formed by flat elements, these methods are acceptable only for a limited number of cases, but even so, in some situations, tables are used. With time some methods of differential equations resolutions were emerging and accepted as the most effective solution. Today, with the advancement in technology, there are already some programs able to solve more complex problems in less time using these methods. Aiming to optimize time and better understand the physical behavior of plates, this work presents the theory of plate, the Boundary Element Method (BEM) applied to solve problems of plates (slabs) with various boundary conditions and load through the program Placas2 (TAGUTI, Y.-2010) in Fortran language

Estudo da eficiência de reforços estruturais em vigas de concreto armado com o uso de chapas de aço coladas com resina epóxi: uma análise qualitativa

In civil engineering, a structure is the whole sustainment of a construction and, thus, it is important that it remains intact throughout its lifetime. An engineering construction must last for decades without losing its functionality. However its purpose may be altered and several times the original structure does not meet the new needs of use. Still, in new buildings, the functionality is altered due to possible flaws in execution and the structure, invariably does not reach the desired solicitation needs. In cases like this, the commonly adopted solutions are, basically, the demolishment followed by the reconstruction of the desired mold or the structural reinforcement. This second option, for long years, has not been put to practice due to certain factors such as the high costs for its implantation, use of inadequate reinforcement execution techniques, and the culture of people involved in the area regarding its use and, in this case, the option would always be the reconstruction. Thoughtout the years, some techniques were developed to allow the execution of structural reinforcements with low costs and in efficient ways. An interesting, fast, efficient and economical technique is the structural reinforcement through metal sheets put together with epoxy resin that can be applied in beams, slabs and pillars. In the present work the different behavior of beams reinforced with this technique. Steel is a very recommended material for these reinforcements due to its characteristics related to traction, compression and the effectiveness of the technique related to its cost. For the attachment the epoxy resin is recommended, since it allows the joining of two materials, in this case, steel and concrete. The efficiency of this union is so considerably high that it rarely produces any flaws in adherence and, normally, when it happens it is due to problems in the execution process, not in the union of materials

Controle de qualidade em estruturas na construção civil

This work is to control the quality of the structures, procedures for addressing the assembly of the formwork, scaffolding and the frame of pillars, beams and slabs. He had also intended to show that the vibration of launch and concrete items are also important, if poorly implemented can undermine the structure. This work also shows that the mapping becomes essential if there is some problem in the concrete, where concrete was launched, could be identified. And finally check the product where the structure will be evaluated for how much their quality

Comparação de custo e viabilidade técnica de obras com parede de concreto em relação a obras de alvenaria estrutural

Are being released in the construction market in Brazil ventures called Super 6. These businesses sell the promise of delivery of the apartment in six months after the launch of the venture. To meet this deadline are being deployed the constructive method of concrete walls using aluminum shapes. This system basically consists of pouring slabs and walls once, i.e. building up the wall shapes and slab joints. On the walls are used cloth, with reinforcements in vain and corners of walls and on these screens are tied the electrical boxes and conduits. For each tower is used the so-called system of half way, i.e. the system so it is sufficient to mount the Middle deck. Using a concrete which can be deformed in the next day you can lift one deck every two days with ready electric and hydraulicsystem, without having to tow the wall doing only minor fixes in the imperfections after concrete. With this system won an incredible speed in the construction of the structure reducing in almost one-third the length of the work. This work aims to compare in terms of cost-benefit of masonry structural systems and this new concrete wall system called Super 6. For this comparison will be used as parameter values used for the achievement of the Enterprise Portal of Roses of constructor Tenda which is one of the first to use concrete wall system. This project basically consists of seven towers of six floors each and will be budgeted the cost of this project if it were held in structural masonry. From these data it will be possible to make a comparison about the actual beneficial to adopt this system

Variabilidade e diversidade genética de populações de Ocotea notata (Nees & Mart.) Mez (Lauraceae)

O presente trabalho analisou os parâmetros genéticos populacionais de variabilidade e diversidade genética de diferentes populações de Ocotea notata (Nees & Mart.) Mez, através de marcadores de DNA do tipo ISSR (Inter Single Sequence Repeats). Para tanto, foram amostrados 243 indivíduos de 12 populações selecionadas na Bahia e Espírito Santo, que ocorrem em campos rupestres e vegetações de restinga, a saber, morfotipos de Ocotea glaucina (Meisn.) Mez: Morro do Chapéu: populações do Tabuleiro dos Guaribas, Ferro Doido, Cria Bode e Lajes; Umburanas; Jacobina; Lençóis: população da Serra das Paridas, e os morfotipos de O. notata, Esplanada: população de Baixios; Salvador: população das Dunas do Abaeté, Alcobaça, Mucuri, e Vila Velha, ES: população de Jacarenema. O DNA total já se encontrava extraído e quantificado em gel de agarose. Foram testados 20 primers de ISSR (University of British Columbia), dos quais quatro apresentaram resultados adequados para as análises, a saber: Manny, Mao, John e UBC 844. A otimização dos protocolos de reações de PCR foi feita no Laboratório de Evolução Molecular, da UNESP de Rio Claro, com a execução das reações de PCR para cada um dos primers, para cada população, e subsequentemente foram feitas as análises dos resultados sob o arcabouço teóricometodológico da genética de populações. A Análise de Variância Molecular (AMOVA) indicou que 23% da variabilidade ocorre entre populações dentro de regiões e 76% entre indivíduos dentro de populações, com variação significativa de 1% ocorrendo entre regiões (populações de Restinga vs. Campos Rupestres)

Aplicação e análise da utilização do software Eberick em um projeto residencial popular

Due to new technologies in civil engineering and the competition of the market, the demand for computer programs for the elaboration of structural projects of reinforced concrete is raising in a quick and efficient manner. This paper presents a study based on Eberick, a structural calculation software, and this software was applied to a low cost residence project. By performing structural calculation manually, it is possible to compare and analyze the criteria that Eberick uses for the design and detailing of structural elements like columns, beams and slabs. As the software functionality becomes clear, the engineer will use it careful and safely, exploring all of its resources and advantages

Características químico-mineralógicas e cerâmicas da matéria-prima utilizada pelo polo cerâmico de Rio Verde de Mato Grosso, MG

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)