Análise logística e ambiental no sistema de corte, carregamento e transporte da cana-de-açúcar

Pós-graduação em Engenharia Civil - FEIS

Comparativo econômico do corte, carregamento e transporte de cana-de-açúcar com e sem palhada no sistema de colheita mecanizada

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Heurísticas especializadas aplicadas ao problema de carregamento de contêiner

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Análise energética da produção, carregamento e transporte do lodo de esgoto

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Modelagem matemática para maximização da produção da cana-de-açúcar (Saccharum spp.) e impactos sobre o custo de operações mecanizadas de corte e carregamento

Pós-graduação em Agronomia (Energia na Agricultura) - FCA

Nanocompósito de alumina com inclusão nonométricas de zircônia para infraestruturas de próteses odontológicas livres de metal: avaliação de prosperidades mecânicas e análise microestrutural. -

Pós-graduação em Reabilitação Oral - FOAR

Extensometria: avaliação de implantes de sextavado externo posicionados na configuração linear e compensada (offset), sob carregamento axial

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Resistência de união e discrepância marginal absoluta de infraestruturas feitas em cerâmica Y-TZP: influência de novos métodos de tratamento de superfície

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Avaliação da distribuição de tensões em próteses do tipo protocolo mandibular para carregamento imediato por meio do MEF-3D

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Território, política e infraestruturas: a influência do governo federal na política urbana dos municípios brasileiros

The evolution of Brazilian federalism (result of the influence and power of oligarchic elites, the different constitutional texts made and policies designed to collect taxes) shows one of the forms of how the Brazilian government uses the territory to effect the exercise of power. In the country, this use takes place by the imposition of rules that regulate and create tension among the entities, and mechanisms of distribution and redistribution of resources among federal agencies acquire great importance because they allow a bigger or lesser autonomy in public administration. The text aims to analyze the voluntary transfers of resources from the Federal Government to the municipalities. These Covenants act as a mechanism that can be configured in promoter of new selectivity and hierarchies between places. With the aim to understand the materialization of public resources in the territory, our analysis intends to identify how the Brazilian government makes use of constitutional mechanisms to enlarge and improve the urban infrastructure in the municipal scale.

Caracterização mecânica de uma porcelana de aplicação convencional e uma prensada para recobrimento de infraestruturas de zircônia e o efeito do método de resfriamento na resistência à flexão biaxial do conjunto zircônia/porcelana

Pós-graduação em Reabilitação Oral - FOAR

Avaliação do tipo de carregamento, pela análise de elementos finitos, sobre a resistência de união ao cisalhamento da interface metal/porcelana (Ni-Cr/vita omega 900)

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Acesso à informação geográfica: reflexões sobre a importância das Infraestruturas de Dados Espaciais (IDE) nas políticas públicas

This article discusses the access to geographic information and its importance for the public policies formulation, reflecting on the implementation of the Spatial Data Infrastructure. The data view and the maps construction are useful for identifying needs and sponsoring public managers in decision making. The public policies implementation stages are optimized when the quantitative and qualitative information are integrated to the spatial phenomena relations. The improvement in the use of geographic information for decision making will be achieved when spatial data are efficiently generated in spatial data infrastructures.

Desenvolvimento de extensões para um sistema de carregamento e descarregamento de navios

One of the reasons that influences the efficience of a port terminal that is especialized in movement of containers is in the process of their loading and unloading. The fundamental idea is to determine a plan, to each port in order to decrease the number of total movement of loading and unloading that are necessary during the ship route to every port so that they save time and consequently reduce costs. The goal of this research was to present improvement in the program, written in language C, used to solve to problem of loading and unloading of ships, a NP-complete problem, through the meta-heuristics Simulated Annealing. With the improvement made, an average of 50% reduction of necessary time was gotten to solve the problem in 45 analised instances and in a specific group of these instances the average reduction reached 77 and in 10 instances there was even an improvement in the solution

Estudo do fenômeno de instabilidade de estruturas cilíndricas de paredes finas submetidas ao carregamento de pressão externa

Thin walled cylindrical shells are widely used in many areas of industry, including civil, mechanical, nuclear, marine, petroleum and aerospace engineering. The wide application of thin cylindrical shells and the importance of instability phenomenon are the motivation basis to this study, since these factors have a great importance in engineering projects. It is presented a detailed study about the instability of cylindrical shells based on theoretical calculation, which results are compared with finite elements method calculation. The loading and boundary conditions analyzed are based on the most common types verified in real engineering projects and refer respectively to lateral (external) pressure and cylinders with simply supported edges. The calculation based on the finite elements method was executed with ANSYS 13.0 software. The results obtained with this calculation are in good agreement with the analytical theory presented in the technical note NACA No 1341 (BATDORF, 1947) considering a wide range of applicability. On the other hand, the analytical method presented in the book Theory of Elastic Stability (TIMOSHENKO; GERE, 1936) has a very restrict applicability and has presented considerable deviations in a great sort of the analyzed cases