Página 1 dos resultados de 3439 itens digitais encontrados em 0.034 segundos

Modelo para plano de inspecção e manutenção em edifícios correntes

Falorca, Jorge Gabriel Furtado
Fonte: Departamento de Engenharia Civil Publicador: Departamento de Engenharia Civil
Tipo: Dissertação de Mestrado
POR
Relevância na Pesquisa
85.76%
Dissertação de Mestrado em Engenharia Civil, especialização em Ciências da Construção, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra

Efeito da variabilidade espacial da acção sísmica em pontes atirantadas

Ferreira, Miguel Carlos Pedrosa
Fonte: Departamento de Engenharia Civil Publicador: Departamento de Engenharia Civil
Tipo: Dissertação de Mestrado
POR
Relevância na Pesquisa
85.75%
Dissertação de Mestrado em Engenharia Civil, especialidade de Estruturas, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra

Planeamento urbano e protecção civil : preparar a cidade para o risco de catástofe

Fortuna, José António dos Santos
Fonte: Departamento de Engenharia Civil Publicador: Departamento de Engenharia Civil
Tipo: Dissertação de Mestrado
POR
Relevância na Pesquisa
85.83%
Dissertação de Mestrado em Engenharia Civil, especialização em Engenharia Urbana, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra

Sistema de projecto do controlo de fumo em edificios

Lopes, João Paulo
Fonte: Departamento de Engenharia Civil Publicador: Departamento de Engenharia Civil
Tipo: Dissertação de Mestrado
POR
Relevância na Pesquisa
85.76%
Dissertação de Mestrado em Engenharia Civil, Especialização em Ciências da Construção, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra

A gestão de projectos na construção civil

Malaquias, Nuno Miguel Curto
Fonte: Departamento de Engenharia Civil Publicador: Departamento de Engenharia Civil
Tipo: Dissertação de Mestrado
POR
Relevância na Pesquisa
85.8%
Dissertação de Mestrado em Engenharia Civil, Especialização em Ciências da Construçao, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra

Interacção Engenharia Civil/Acústica com base na validação experimental de modelos de desempenho : baffles acústicos

Rodrigues, Pedro Sousa
Fonte: Universidade do Porto Publicador: Universidade do Porto
Tipo: Dissertação Formato: XVII, 131 p., 30 cm; application/pdf
POR
Relevância na Pesquisa
85.81%
Tese de mestrado integrado. Engenharia Civil (especialização em Construções). Faculdade de Engenharia. Universidade do Porto. 2008

Avaliação dos programas para quantificar condensações em engenharia civil

França, Carlos Manuel Coelho
Fonte: Universidade do Porto Publicador: Universidade do Porto
Tipo: Dissertação Formato: XVIII, 101 p., 30 cm; application/pdf
POR
Relevância na Pesquisa
95.81%
Tese de Mestrado Integrado. Engenharia Civil (Construções). Faculdade de Engenharia. Universidade do Porto. 2013

Avaliação das potencialidades do georadar em engenharia civil

Franco, Dulce Alexandra Lourenço
Fonte: Universidade de Aveiro Publicador: Universidade de Aveiro
Tipo: Dissertação de Mestrado
POR
Relevância na Pesquisa
95.85%
Esta dissertação incide sobre a aplicação de uma técnica geofísica não destrutiva, designadamente o Ground Penetrating Radar (GPR), também denominado por georadar. Na componente prática deste trabalho são apresentados exemplos de aplicações utilizados para estudar as potencialidades do equipamento de georadar existente no Instituto Politécnico de Tomar. O GPR foi utilizado em dois solos, em pavimentos betuminosos, em duas paredes, em duas lajes de betão armado e numa ponte de alvenaria de pedra. Os resultados obtidos na aplicação do GPR em solos mostram que este equipamento é adequado para detectar a camada superficial de aterro. Em pavimentos betuminosos o georadar foi apropriado para descobrir a interface entre algumas camadas. Quando utilizado em paredes este equipamento permitiu identificar vazios, objectos no seu interior, detectar as armaduras, determinar o seu espaçamento e verificar o seu alinhamento. Na utilização em lajes de betão armado o GPR foi adequado para detectar as armaduras, determinar o seu espaçamento e verificar o seu alinhamento. No ensaio efectuado na ponte de alvenaria de pedra, o georadar permitiu determinar a espessura do lajedo, confirmar o centro do extradorso da aduela de fecho dos arcos (medidas na escala horizontal) e identificar algumas zonas com presença de humidade. O equipamento utilizado para aquisição dos dados foi o RAMAC/GPR da MALÅ Geoscience com as antenas blindadas de 250 MHz...

INFLUÊNCIA DO TAMANHO DO CORPO DE PROVA NOS RESULTADOS DE ENSAIOS DE MÓDULO DE DEFORMAÇÃO E RESISTÊNCIA À COMPRESSÃO E SUAS CORRELAÇÕES PARA CONCRETOS PRODUZIDOS EM GOIÂNIA - GO; INLUENCE OF THE SIZE OF THE SPECIMEN IN THE RESULTS OF THE TESTS OF MODULUS OF ELASTICITY AND COMPRESSIVE STRENGTH AND THEIR CORRELATIONS FOR CONCRETE MADE IN GOIÂNIA GO

MARTINS, Danilo Gomes
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.76%
Even though the different sizes of cylindrical specimens for tests in concrete are standardized to get the simple compressive strength and the modulus of elasticity, this factor is not usually studied in most researches. So, the goal of this thesis was to evaluate the influence of the size of the specimens in the initial tangent modulus of elasticity (Eci) and in the compressive strength (fc), correlate the values of fc and Eci, and compare the values of modulus of elasticity that were estimated by the equations proposed by the Brazilian code (NBR 6118/2003) and by the American norm (ACI 318/2002). Concretes with three levels of strength were used after 28 days: 25MPa, 30MPa and 40MPa. They were all proportionally mixed with materials of the region and supplied by only one concrete batching plant of Goiânia GO. The tests of compressive strength and initial tangent modulus of elasticity were done in cylindrical specimens of 100 x 200 mm and 150 x 300 mm after 28 days. The samples were collected during the delivery of the concrete in the construction sites. For each truck, ten specimens were molded, five of 100 x 200 mm and five of 150 x 300 mm. Of the 600 specimens that were molded, 240 tests of compressive strength and 360 tests of modulus of elasticity were done. The cure was in a tank with water saturated with limestone. After the tests were done...

Metodologia de Inspeção em Estruturas de Pontes de Concreto Armado; Methodology for inspection of concret bridges

EUQUERES, Priscilla
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.81%
The objective this work is to develop and implement a methodology for special inspection on Concrete Bridges trough the quantitative analysis of the degree of deterioration of the structures so that it can serve as a basis for making decisions related to the rehabilitation of these structures. In order to develop and apply the methodology on concrete bridges, the existing methods of inspection of concrete structures were studied and adapted to the adapting to the concrete bridges. The methodology was based on GDE/UnB model in their latest formulation (Fonseca,2007) and adapted to the tables with the elements to be analyzed, together with the pathological manifestations that can occur in each element, timing and interventions classification of the level of deterioration and the relevant factors to each family of concrete bridges. A pilot study was proposed to validate the methodology. Results showed that there was a need for further adaptation, to consider the caculations of the degree of deterioration of both the family or the. With the changes proposed in the pilot study were made over 11 (eleven) inspections in order to validate the proposed methodology. With the results obtained it was concluded that the methodology for inspection of bridges is valid and of great importance to public organisms and surveyors to make decisions about the best time and the best item to be rehabilitated...

Punção em lajes lisas de concreto armado com furo adjacente ao pilar e transferência de momento; Punching Shear In Reinforced Flat Slabs with Hole Adjacent to the Column and Moment Transfer

OLIVEIRA, Diorgenes Carvalho de
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.77%
The structural behavior and the ultimate punching shear resistance of internal reinforced concrete flat slab-column connections, with one hole adjacent to the column, with or without flexural moment transfer of the slab to the column was investigated. Main variables were: the existence whether or not hole, flexural reinforcement layout and ratio, the direction and sense of the moment transferred and the eccentricity of the load (M (moment transferred to column) / V (shear)) ratio at the connection - 0,50 m or 0,25 m. Seven internal slab-column joining were tested and ultimate loads, cracking, deflections, concrete and reinforcement strains were analyzed. The existence of hole adjacent to the smaller column dimension, the hole dimension, flexural reinforcement rate and placing, the variation of relation Mu/Vu in function of the load, and, than, of eccentricity of the load, influenced the slabs behavior and rupture load. These influences were quantified. Test results were compared with the estimations from CEB-FIP/MC1990, EC2/2004, ACI-318:2005 and NBR 6118:2003. ACI and EC2 presented most conservative estimates, although have presented some non conservative estimates. Brazilian NBR, even though being partly based in EC2, presented smaller conservative estimates and more non conservative estimates. A modification on all codes is proposed for taking in account the moment caused by the eccentricity at the critical perimeter for slabs with holes.; São investigados o comportamento estrutural e a resistência última à punção de ligações laje-pilar de regiões internas das lajes lisas...

Estudo do uso de barras de transferência de comprimentos reduzidos em pavimentos rígidos de concreto autoadensável; Study of the use of transfers dowels with reduced lenghts in rigid paviments of compacting concrete

REIS, Fábio Gonçalves dos
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.78%
The use of concrete pavements in highways is a valuable alternative to obtain a surface with high durability and low maintenance. This type of pavement has the performance compromised by fissures, especially when they occur in the joint with greater vulnerability of the concrete pavement. This work presents a study of the effectiveness of sawed joints in concrete pavements where eleven plates were tested until failure. The variables were: length of circular dowels (200 mm, 300 mm, 400 mm and 500 mm), dowel diameter (10 mm and 16 mm) and type of concrete (conventional and self-compacting). The tests were performed on the concrete plates supported on a base composed of sheets of rubber. A line load was placed on one side of the joint. The test results showed that the use of transfer dowels contributes significantly to the efficiency of the concrete pavements and increasing the length and the diameter of the circular dowels improves efficiency; 10 mm diameter dowels are not compatible with 120 mm thick concrete pavements, but 16 mm dowels bars present good performance; the use of reduced dowel bar lengths below 40 mm is not recommended; pavements with conventional concrete have better performance in the joints due to better aggregate interlocking that the conventional concrete of this search present...

Punção em lajes cogumelo : estudo da retangularidade dos pilares

MOURO, Valéria Conceição
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.75%
Eight reinforced concrete square flat slabs of reinforced concrete were tested. Slabs were 130mm thick with an 1800 mm side and were submitted to central loading, and the objective was to investigate the influence of column rectangularity coefficient. Column cross section dimensions (cmáx/cmín) varyied between 1 and 4, with a constant perimeter equal to 1000mm. Results presented and analysed include ultimate loads and failure types, modes of rupture, vertical displacements, cracking and deformations of steel and concrete. Comparisons with codes, norms and results of literature results are also presented. The results indicate that as the rectangularity coefficient increases, punching shear resistance decreases for constant perimeter column flat slabs. Suggesting that punching shear has to be considered specially in regions close to column extremity, where there is a larger concentration of shear forces. A proposal for an inclusion of the retangularity parameter (cmáx/cmín) in expressions for calculation punching shear resistance of ACI (2002), CEB-FIP (1991), EC2 (2001) and NBR-6118 (2003) codes is presented.; São analisadas experimentalmente 8 (oito) lajes cogumelo de concreto armado quadradas com 1800 mm de lado e 130 mm de espessura...

CONECTOR DE CISALHAMENTO EM PERFIL FORMADO A FRIO: ANÁLISE VIA MODELAGEM COMPUTACIONAL

SILVA, Paulo Henrique Menezes
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.78%
In a composite system, a steel beam (laminated, welded or cold formed) is associated with a concrete slab, forming a composite beam. The interaction between concrete and steel can be mechanical, by friction or, in some cases, only by adherence. One of the major advantages of the composite beams is the increase in strength and stiffness due to association of steel and concrete that makes possible the reduction of the height of the structural elements, implicating in material economy. The present research has the purpose to present a general vision of the structural behavior of the composite steel-concrete beams and to proceed to a more detailed study of the behavior of the shear connectors made from cold formed steel. A modeling study of the push-out test is accomplished with the intention to find the factors that influences the resistance and rigidity of the connection. The numerical study consists in the elaboration of a three-dimensional numerical model to simulate the push-out test from which is obtained the force-displacement curve, ultimate load, deformations and tensions along the connector. The numeric results are compared with obtained experimental values of rehearsals accomplished at laboratory for validation of the same ones. For the accomplishment of the numeric modeling the computational program ANSYS® 6.1 was used...

CONTRIBUIÇÃO AO ESTUDO DAS PROPRIEDADES MECÂNICAS E DA DURABILIDADE DE CONCRETOS COM ESCÓRIA DE ACIARIA ELÉTRICA (EAF) COMO AGREGADO GRAÚDO; CONTRIBUTION TO THE STUDY OF MECHANICAL PROPERTIES AND THE DURABILITY OF CONCRETE WITH SLAG OF Residue (EAF) as aggregate

FARIA, Ricardo Andrade Fernandes
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.87%
The increasing demand for aggregate for uses in engineering stimulated the search for alternative materials. In this way, the civil construction potentially started to be a great consumer of residues from other industries, becoming a great recycle plant. The use of by-product, brings great environmental benefits in relation to the degradation of the environment, as for example, less settlement of residues in earth fill, the reduction of extraction of natural resources, and the exploration of aggregate ores. Steel plants from around the world have a commom problem, that is what to do with all the steel slags generated as a by-product from the steel refining in electric steel plants or oxygen steel plants. There are two points of these process where slags can be generated: the first comes from the electric or oxygen furnace itself (called oxidizing refining) and the second is the laddle metallurgy slag (reduction refining slag), which is the last stage of the steel production. This aims to demonstrate related studies to the use of steel slags (EAF slags) in electric steel plants as coarse aggregate. Expansibility of the steel slag tests had been carried through, compressive strength, tensile strength for diametrical compression, related modulus of deformation and durability tests...

Análise experimental de pilares de concreto armado submetidos à flexo-compressão, reforçados com concreto auto-adensável e conectores; Experimental analysis of reinforced concrete columns under flexural compression, strengthened with self-compacting concrete and connectors

NASCIMENTO, Poliana Paula
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.84%
Many problems involving cases of ruins of buildings, bridges, etc., specifically ruin of columns, which are among the most important links in the whole structure, due to project flaw, bad execution or even for the evolution and changing habits. Therefore it has been of fundamental importance researches on the experimental behavior of structures. When conducting a strengthening column using dry with increased self-compacting concrete, it has the drawback of a sudden rupture by peeling the reinforcement. For this, there is a need to study the area of adhesion between substrate and to strengthen and create a way of preparation of this interface area so that the column increases may come into ruin in a ductile flexural as well as in a monolithic column. Thus, it s been developed an experimental study in the School of Civil Engineering, Federal University of Goias, based on analysis of the breaking loads, lateral displacements and deformations of the column of materials for different ways of preparing the surface of the column to be strengthened. The experimental phase of this work was based on testing of nine reinforced concrete columns, which are tested under flexural compression, with eccentricity of 60 mm. Two columns were used as reference columns...

Comparação experimental entre tipos de armadura de cisalhamento para combate à punção em lajes cogumelo de concreto armado: Stud rails e Double headed studs; Comparison between experimental types of shear reinforcement to combat punch mushroom slabs of concrete, "Stud rails" and "Double headed studs"

RODRIGUES, David Rosa
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.88%
This research presents the results of an experimental comparison between the types of shear reinforcement "stud rails" and "double headed studs" to combat the punching shear of a reinforced concrete flat slabs. It also presents a comparison of experimental results with those provided under the ACI 318/2005, CEB-FIP MC/1990, EUROCODE 2/2004 and NBR 6118:2003. The motivation was to investigate the efficiency of these shear reinforcement for the differences between them. It was tested six slabs of concrete to concentric load, with dimensions of 2400 mm x 2400 mm x 150 mm. It was concreted a column of section 500 mm x 200 mm to 850 mm total height next to the slab. The main variables were the type of shear reinforcement "stud rails" x "double headed studs, the "studs" diameter and the shear reinforcement area per layer. The slabs were tested until the failure. It was monitored the deflection, reinforcement deformation of bending and shear. All slabs failed by punching with internal surface rupture. The experimental results after being compared with the expected standard in each individual calculation showed conservative values. Slabs of Group 1 with "stud rails" presented failed loads greater than those in Group 2 with "double headed studs. Codes/standards 318/2005 ACI...

Influência do tipo e do tempo de duração de cura nas propriedades mecânicas de concretos de alto desempenho (CAD) produzidos em períodos quente (t>25°C) e de baixa umidade relativa do ar (h<50%); Influence of the type and time duration of curing in mechanical properties of the high performance concrete (hpc) produced in hot period (t>25ºc) and of low relative humidity the air (h<50%).

BESERRA, Simone Ataíde
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.77%
In the case of conventional concrete, small constructive defects, variations of mix proportion or even inadequate curings can not compromise significantly the material. No longer HPC demands a severity in the control since its dosage until the execution, therefore any imperfection can bring serious damages to the material or the structure. Amongst the relative aspects most important to the total quality of any concrete it is the curing, that becomes basic when is about HPC. The curing of the high performance concrete constitutes in a controversial subject in the technician area as well as the type and duration of it, therefore the necessity of a deeper refined study on this subject. This research verifies the influence of the type and time of duration of curing in the mechanical properties of the HPC (compressive strength, flexion tensile strength and module of deformation), produced in Goiânia in hot period (t>25ºC) and of low relative humidity of air (h<50%) situation this considered critical for NBR 14931/2003 and predominant in the months of May the September in this region. In the experimental study were produced HPC of target compressive strength 60, 80 and 100MPa, from the Furnas Mix Proportion Method, using cement CP II-F-32...

Levantamento das manifestações patológicas em fundações e estruturas nas edificações, com até dez anos de idade, executadas no estado de Goiás; Survey of pathologies in foundations and structures in buildings with up to ten years old, executed in the state of Goiás

ALVES, Jader Rodrigues
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.82%
The main objective of this research is to proceed to the rising of the indexes, to identify the pathologies and to characterize the constructions that presented occurrences of pathological manifestations in foundations and structures in the constructions executed in the State of Goiás, with age of up to ten years. The researches was classified as documental, considering that, to make possible the accomplishment of the same, the files of Regional Council of Engineering, Architecture and Agronomy of Goiás were analyzed -Crea/GO, with a total sample of 545 reports. It was observed that most of the processes are concerning the last seven years. This Organ was chosen by the fact that all of the technical documents are elaborated by professionals, and, mainly, for Official Organ to be considered. The Method of the Incidence was adopted as methodology recommended for this study observing that in the reports and decisions, elaborated by Crea-GO doesn't be in the number of occurrences of a same pathology and yes only the incidence of the same. The main conclusions of this research were: the main pathological manifestation was found in the foundations repression with a rate of 37.50% followed by collapse with a rate of 22.50%, both in relation to all the pathologies found in the foundation stage...

Avaliação da qualidade de concretos produzidos em centrais dosadoras, misturados em caminhão betoneira e de concretos produzidos em centrais misturadoras; Evalution of quality of concrete produced in metering plant mixes in truck mixer and concret produced in mixed plant

BORGES, Michelly Lorena
Fonte: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias Publicador: Universidade Federal de Goiás; BR; UFG; Mestrado em Engenharia Civil; Engenharias
Tipo: Dissertação Formato: application/pdf
POR
Relevância na Pesquisa
85.79%
Due to the small number of studies about the process of production of the concrete dosed in central, as regards the type of employed mixture, this inquiry looked to contribute to the assessment of quality of concrete produced in mixing plant and metering plant. The principal objective of the work was checking if the form of mixing of the concrete can affect your characteristics in hardened state (compressive strength), for that, there was compared the quality of the concrete produced in metering plant and mixed in truck mixer in relation to the mixing plant. As the sample was taken a work, where they had installed a metering plant and a mixing plant, which together produced 300.000 m³ of concrete with the same materials. Inside the proposed objective, also were quantified statistically the existent types of concrete in the same truck mixer, using as the parameter the compressive strength of concrete produced in the metering plant. In the end, it was possible to conclude that the mixing plant produce a concrete of better quality with a less standard deviation than the metering plant. Was also observed a significant variability inside the truck mixer, which made the division of the concrete possible in five group, with different resistances'; Em razão do pouco número de estudos relacionados ao processo de produção do concreto dosado em central...