The highway network in the United States, specifically reinforced concrete bridges, is deteriorating at a rapid rate. It is known that chloride-induced corrosion of the reinforcing steel is one of the major causes of the deterioration of concrete bridge decks. Numerous bridge deck protection and overlay systems have been developed to reduce the deterioration rate caused by chloride-induced corrosion. This study investigated the service life of untreated concrete bridge decks and four bridge deck overlay systems: low-slump-dense concrete (LSDC), latex-modified concrete (LMC), micro-silica concrete (MSC), and preformed membranes with hot-mix asphalt overlays (PM-HMA). The research plan consisted of organizing and analyzing data obtained in a 1991 field survey of 52 bridges from various locations in the nation. The field survey was conducted to gather information on existing conditions of untreated and rehabilitated bridge decks. Corrosion measurements were taken to assess the performance of each technique. Statistical models that predict the percent of deterioration on a bridge deck and the corrosion rate for each technique were developed from the field survey data. The components of a deterioration model were combined to define the service life for each bridge deck overlay system and for untreated concrete bridge decks. Other service life estimates for untreated bridge decks and bridge deck overlay systems were also compared. Based on the statistical analysis and service life comparisons, a service life estimate was recommended for predicting the service life for three of the bridge deck overlay systems. / Master of Science

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / Um aumento crescente dos problemas estruturais associados à vibração excessiva de pisos de edificações de estruturas mistas (aço-concreto) e de concreto armado devido a atividades humanas rítmicas constitui a principal motivação para o desenvolvimento de uma metodologia de projeto respaldada na obtenção da resposta dinâmica de pisos mistos (aço-concreto) e de concreto armado, quando submetidos a cargas dinâmicas humanas rítmicas. Para tal, os modelos estruturais estudados baseiam-se em pisos de edificações mistas (aço-concreto) e de concreto armado submetidos a aulas de ginástica aeróbica. São empregadas técnicas usuais de discretização, via método dos elementos finitos (MEF), por meio do programa ANSYS. Um estudo paramétrico foi realizado sobre os modelos estruturais investigados e foram obtidos valores elevados para as acelerações de pico violando os critérios de projeto e indicando níveis de vibrações excessivas. Considerando-se os aspectos mencionados anteriormente foi desenvolvida uma estratégia com base em alternativas viáveis para o controle estrutural, objetivando a atenuação das vibrações excessivas a partir da instalação de atenuadores dinâmicos sincronizados (ADS) nos pisos analisados. / The increasing incidence of building vibration problems due to human rhythmic activities led to a specific design criterion to be addressed in structural design. This was the main motivation for the development of a design methodology centred on the composite (steel-concrete) and reinforced concrete building floors dynamic response when submitted to dynamic loads due to human rhythmic activities. The structural system is composed by a composite (steel-concrete) and a reinforced concrete building floor subjected to aerobics. The proposed analysis methodology adopted the usual mesh refinement techniques present in the finite element method (FEM) simulations implemented in the ANSYS program. An extensive parametric study was developed and the results have demonstrated that the analysed composite and reinforced floor have presented high values of accelerations and excessive vibrations. Considering all aspects mentioned before, it was developed a structural control strategy aiming to reduce the floor excessive vibrations. Finally, an investigation was performed based on some structural control alternatives for attenuating excessive vibrations using Tuned Mass Damper (TMD) systems.

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / Um aumento crescente dos problemas estruturais associados à vibração excessiva de pisos de edificações de estruturas mistas (aço-concreto) e de concreto armado devido a atividades humanas rítmicas constitui a principal motivação para o desenvolvimento de uma metodologia de projeto respaldada na obtenção da resposta dinâmica de pisos mistos (aço-concreto) e de concreto armado, quando submetidos a cargas dinâmicas humanas rítmicas. Para tal, os modelos estruturais estudados baseiam-se em pisos de edificações mistas (aço-concreto) e de concreto armado submetidos a aulas de ginástica aeróbica. São empregadas técnicas usuais de discretização, via método dos elementos finitos (MEF), por meio do programa ANSYS. Um estudo paramétrico foi realizado sobre os modelos estruturais investigados e foram obtidos valores elevados para as acelerações de pico violando os critérios de projeto e indicando níveis de vibrações excessivas. Considerando-se os aspectos mencionados anteriormente foi desenvolvida uma estratégia com base em alternativas viáveis para o controle estrutural, objetivando a atenuação das vibrações excessivas a partir da instalação de atenuadores dinâmicos sincronizados (ADS) nos pisos analisados. / The increasing incidence of building vibration problems due to human rhythmic activities led to a specific design criterion to be addressed in structural design. This was the main motivation for the development of a design methodology centred on the composite (steel-concrete) and reinforced concrete building floors dynamic response when submitted to dynamic loads due to human rhythmic activities. The structural system is composed by a composite (steel-concrete) and a reinforced concrete building floor subjected to aerobics. The proposed analysis methodology adopted the usual mesh refinement techniques present in the finite element method (FEM) simulations implemented in the ANSYS program. An extensive parametric study was developed and the results have demonstrated that the analysed composite and reinforced floor have presented high values of accelerations and excessive vibrations. Considering all aspects mentioned before, it was developed a structural control strategy aiming to reduce the floor excessive vibrations. Finally, an investigation was performed based on some structural control alternatives for attenuating excessive vibrations using Tuned Mass Damper (TMD) systems.

This is a complex of two apartment terraced buildings with the mirror disposition in Uherský Brod. Whole object is detached and it is set into the hillside. The object has three floors and one underground floor and it is covered with a shed roof. Two entrances lead into the each apartment building. The first entrance is in the second floor and the second entrance is in the third floor. The entry to the object is from the northeastern side, from the street named Babí louka. The object has a vertical brick construction system and it has concrete floors and interior stairs. The outer walls are insulated with a mineral insulation.

Newly built Wellness hotel. The building is partially basement. The building has three parts. The central part is made of reinforced concrete skeleton and has five aboveground floors. This part serves as the main entrance hall and staircase. The side tracts have four aboveground floors and their support system is a transverse wall, brick, from the system Porotherm. In the basement there is a swimming pool and hotel facilities. There is located a restaurant too. On the second floor there are rooms, a gym and services. On the top floor there are only hotel rooms. The building is based on thecontinous footings. Roofing is made arched trusses.

Prehistoric cultures are often studied by intrasite artifact variation and quantity without much consideration of how prehistoric populations interacted locally and regionally. Archaeologists can identify and study patterns associated with activities within a specified radius in order to gain an understanding of cultural operations. Identifying a social framework for a prehistoric society allows the investigation of group organization such as status differentiation, shared rituals, and the construction and maintenance of earthworks and living areas. That facilities were constructed for specialized use within a community is evidenced by the presence of earthworks and mounds at many sites (Lewis et al. 1998:16-17). Less well understood is how community patterns reflect social organization. The purpose of this thesis is to better document the number and distribution of structures at Lyon’s Bluff, a Mississippian to Protohistoric-period mound site in Oktibbeha County, Mississippi. The focus will be on the last part of the occupation at the site, i.e., on materials recovered from the plowzone. A method employing molluscan remains and sedimentological evidence is used that allows for the delineation of structure locales using plowzone samples. Additional evidence is provided by artifact distributions and geophysical (magnetic gradiometer) data.

This study investigates the mechanical differences between old and newly produced slatted floors through a four-point bending test. To understand to what extent the actual environment has affected the slatted floors, the carbonation depth and corrosion will be examined. The tests showed no mechanical differences between slatted floors which had been in service for a certain amount of years and newly produces ones. Corrosion could be observed on some of the samples but it was not because of the carbonation process. When comparing the calculations of reinforced and pre-stressed concrete slatted floors, the result showed that the pre-stressed floor could carry up to double the load of what the reinforced slatted floor could. The conclusion of this study is, that the pre-stressed slatted floors will certainly hold for at least thirty years and will most likely hold for many years to come.

Associado ao aumento do número de praticantes de corrida, houve o aumento proporcional no número de lesões em corredores. Esta ocorrência pode estar relacionada ao volume semanal de treino, aos desvios posturais em membros inferiores, ao tipo de calçado e ao piso selecionados para a prática da corrida, e até mesmo à experiência prévia na modalidade. A superfície de corrida pode ser considerada como um fator extrínseco relacionado a estas lesões e tem sido pesquisada atualmente mas com resultados controversos ainda quanto a sua influência nas sobrecargas do aparelho locomotor. Já, o tempo de experiência na corrida também pode ser considerado um importante fator extrínseco que foi até agora superficialmente estudado. O objetivo do presente trabalho foi investigar a influência de quatro diferentes superfícies de corrida (asfalto, concreto, grama natural e borracha) e da experiência prévia na prática da corrida (até 2 anos, entre 2 e 5 anos e acima de 5 anos) na distribuição da pressão plantar. Foram realizados 3 experimentos para responder aos objetivos do presente trabalho, cada um com sua casuística particular: experimento 1 (n=44) e 2 (n=57) para responder a influência do tipo de piso nas cargas plantares; e experimento 3 (n=126) para responder a influência da experiência da corrida nas pressões plantares. Em todos eles, corredores recreacionais adultos (entre 18 e 40 anos) correram nos 4 pisos estudados a uma velocidade de 12km/h em um trecho de 40 metros onde se investigou a pressão plantar por meio de palmilhas capacitivas (Pedar X, Novel) colocadas dentro de um calçado esportivo padronizado. Para investigar o efeito da experiência na corrida, as medições foram realizadas somente no asfalto. Os dois primeiros experimentos responderam que a grama atenuou em até 16% o pico de pressão plantar nas regiões laterais comparada aos demais pisos, inclusive à borracha cujo comportamento foi similar ao do asfalto e do concreto, superfícies consideradas rígidas. Este resultado pode ser atribuído a estratégias de movimento mais flexíveis das extremidades distais, particularmente do complexo tornozelo/pé, na superfície mais complacente, o qual não foi observado nas superfícies mais rígidas (asfalto e concreto), assim como, surpreendentemente, no piso de borracha. O terceiro experimento respondeu que corredores com menos do que dois anos de experiência na corrida apresentam maiores picos de pressão de cerca de 10% em retropé e antepé em relação aos mais experientes (acima de 5 anos). A atenuação de cargas plantares observadas em corredores mais experientes pode estar relacionada à adoção de um padrão motor mais eficiente que resultaria em uma maior habilidade de acomodação da extremidade distal às cargas. Como conclusão, os resultados destes experimentos demonstram que tempos de prática menores que dois anos e correr no asfalto, concreto ou borracha promovem maiores sobrecargas plantares. A combinação tempo de experiência acima de 5 anos e correr na grama é a condição que mais promove atenuação de sobrecargas plantares / There has been an increase in the number of injuries proportional to the increase of the number of runner. This occurrence can be related to the weekly distance of trainings, lower extremities postural alignment, type of the selected footwear and the running, and the previous experience in running. The running surface can be considered as a extrinsic factor related to these injuries and has been currently studied. Although the results concerning its influence in the overloads of the locomotor system are controversial. The time of running experience can also be considered an important extrinsic factor that is still superficially studied so far. The objective of the present work was to investigate the influence of four different running surfaces (asphalt, concrete, natural gram and rubber) and of the previous running experience (up to 2 years, between 2 and 5 years and up to 5 years) in the plantar pressure distribution. Three experiments had been carried out to answer to the aims of the present work, each one with its particular casuistic: experiment 1 (n=44) and 2 (n=57) to answer the influence of the type of surface in plantar loads; and experiment 3 (n=126) to answer the influence of the running experience in the plantar pressures. Adults recreational runners (between 18 and 40 yrs old) run in the four studied surfaces over 40 meters in a speed of 12km/h where the plantar pressure was investigated by in-shoe capacitive insoles (Pedar X, Novel) placed inside an standardized sports footwear. To investigate the effect of the running experience, the measurements had only been carried out in asphalt. The two first experiments answered that the grass attenuated up to 16% the peak pressure in the lateral regions of the foot compared to the other surfaces, including the rubber whose behavior was similar to the asphalt and the concrete, considered rigid surfaces. This result can be attributed the more flexible movement strategies of the distal extremities, particularly of the foot/ankle complex, in the more compliant surface, which was not observed in the most rigid surfaces (asphalt and concrete), as well as, surprisingly, in the rubber surface. The third experiment answered that runners with less than two years of experience in the running practice presented greaters peak pressures of about 10% in the medial rearfoot and forefoot compared to the most experienced runners (up to 5 years). The plantar loads attenuation observed in the more experienced runners can be related to the adoption of a more efficient motor pattern that would result in a higher ability to accommodate loads in the lower extremity. In summary, the results of these experiments demonstrated that running practice experience of less than two years and running in asphalt, concrete or rubber promotes higher plantar loads. The combination time of experience up to 5 years and running in the grass is the condition that promotes more attenuation of plantar pressures