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        Bases teóricas e experimentais para o gerenciamento da demanda em prédios públicos de ensino: o caso da Universidade Federal de Santa Maria 

        Neusser, Lukas (Universidade Federal de Santa MariaBREngenharia ElétricaUFSMPrograma de Pós-Graduação em Engenharia Elétrica, 2009-08-10)
        This work presents the results from the analysis of the behavior of demand and energy consumption in the Campus of the Universidade Federal de Santa Maria to contribute to the adoption of strategic plans for demand side ...

        Modelagem da curva de compressão e da pressão de preconsolidação do solo 

        Goulart, Rafael Ziani (Universidade Federal de Santa MariaBRAgronomiaUFSMPrograma de Pós-Graduação em Ciência do Solo, 2012-08-24)
        The preconsolidation pressure (σp) is obtained from the curve of the soil compression visual graphical form, mathematical or associating both and is an estimate of its load-bearing capacity. In order to remove the subjectivity ...

        ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS 

        Russi, Daniel (Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2007-06-15)
        The dimensioning of shallow foundations requires the professional to define clearly and objectively, for the soil in question, the load capacity and forecast the settlings of the foundation submitted to the structure having ...

        Análise do carregamento de veículos elétricos na curva de carga do transformador de distribuição 

        Sausen, Jordan Passinato (Universidade Federal de Santa MariaBrasilEngenharia ElétricaUFSMPrograma de Pós-Graduação em Engenharia ElétricaCentro de Tecnologia, 2017-12-04)
        The objective of this dissertation is to evaluate the insertion of Electric Vehicles (EVs) on the distribution system. Motivated by the shortage of deterministic data regarding the process of charging EVs batteries, a ...

        COMPORTAMENTO À COMPRESSÃO DE ESTACAS ESCAVADAS DE PEQUENO DIÂMETRO EM SOLO SEDIMENTAR NA REGIÃO DE SANTA MARIA 

        Nienov, Fabiano Alexandre (Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2006-10-27)
        In this work we study the behavior of excavated small-diameter props to the executed compression in sedimentary soil at the Experimental testing site of Geotechnical Engineering at UFSM(CEEG/UFSM). In geotechnical engineering ...

        ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR 

        Gonçalves, Sergio Fernandes (Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2008-02-29)
        The present work aims at analyzing the behavior of short metallic piles type profile "H", W 150 x 22,5, submitted to static load test to compression, executed in 3, 4 and 5m depths, in sedimentary ground at the Experimental ...

        CARGA POLUIDORA DIFUSA NA ÁGUA E NOS SEDIMENTOS DE SUB-BACIA DO ARROIO CADENA-SANTA MARIA/RS 

        Santos, Sizabeli Amaral dos (Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2014-11-04)
        Economic development and growth of productive activities have been accelerating the degradation of water resources. This research aimed to evaluate the pollutant loads in surface waters and in sediments conveyed by urban ...

        ESTUDO DO COMPORTAMENTO DE SAPATAS DE CONCRETO ARMADO ASSENTES SOBRE SOLO SEDIMENTAR DA REGIÃO DE SANTA MARIA 

        Miozzo, Leandro Guarnieri (Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2007-04-20)
        Superficial foundations transfer the load to soil by the distributed tensions on the base of the foundation element and, projects are normally conditioned to crack and displacement criteria. In the ordinary engineering ...

        PROPRIEDADES FÍSICAS DE UMA TOPOSSEQUÊNCIA ARGISSOLO-GLEISSOLO 

        Braga, Fabiano de Vargas Arigony (Universidade Federal de Santa MariaBREngenharia AgrícolaUFSMPrograma de Pós-Graduação em Engenharia Agrícola, 2011-03-31)
        The soils of the Central Depression in Rio Grande do Sul consist mainly of mudstones, siltstones and sandstones. The region has dimensions ranging from 40 to 100 m at lower elevations (lowland) predominate Gley soils ...

        AVALIAÇÃO DO COMPORTAMENTO DE ESTACAS ESCAVADAS MOLDADAS COM RESÍDUOS DE CONSTRUÇÃO CIVIL 

        Pereira, Juliana da Silva (Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2012-06-29)
        The generation from residues of civil construction brings serious implications for society and the environment. Ahead of this, have sought alternative to the use of such residues in engineering with a view to contributing ...
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        Red de Repositorios Latinoamericanos
        + of 2.515.000
        Available publications
        163 Participating institutions
        Dirección de Servicios de Información y Bibliotecas (SISIB)
        Universidad de Chile
        Membership Login
        Featured collections
        • Latin American Theses
        • Argentinean Theses
        • Chilean Theses
        • Peruvian Theses
        Latest collections added
        • Argentina
        • Brazil
        • Colombia
        • México
        Dirección de Servicios de Información y Bibliotecas (SISIB)
        Universidad de Chile
        Red de Repositorios Latinoamericanos | 2006-2018