Neste trabalho apresenta-se um estudo do comportamento estrutural de cestas protendidas, tendo em vista a sua utilização em coberturas pênseis de grandes áreas livres. A partir da Técnica do Meio Contínuo obtêm-se as equações que permitem analisar as cestas protendidas quanto a esforços e deslocamentos. Fazem-se considerações sobre o sistema de equações encontrado visando a sua resolução mediante o emprego de programa computacional como instrumento de cálculo. Apresentam-se exemplos numéricos e os resultados são comparados com os obtidos em outros trabalhos. Fazem-se algumas considerações a respeito do projeto e do cálculo de cestas protendidas, além de algumas indicações sobre a continuidade da pesquisa. / This work presents a continuous medium method analysis of cable nets and their applications as suspended roofs for large free spans. lnitially the theory of the method is presented and later applied to get the system of differential equation that represents the problem. Finally this system is numerically solved with computational procedures. Some examples are presented and the results compared with those obtained with others methods and numerical procedures. Some analysis and design considerations and further developments in this subject are also included.

As the numbers of installed greenroofs continue to grow internationally, designing greenroof growing media to reduce the amount of nutrients in the stormwater runoff is becoming essential. Biochar, a carbon-net-negative soil amendment, has been promoted for its ability to retain nutrients in soils and increase soil fertility. This study evaluated the effect on water quality of greenroof runoff after adding biochar to a typical extensive greenroof soil. Prototype greenroof trays with and without 7% biochar (by weight) were planted with sedum or ryegrass, with barren soil trays for controls. The greenroof trays were subjected to two sequential 2.9 in/hr rainfall events using a rainfall simulator. Runoff from the rainfall events was collected and evaluated for total nitrogen, total phosphorus, nitrate, phosphate, total organic carbon, and inorganic carbon. Greenroof trays containing biochar showed lower quantities of nutrients in the stormwater runoff compared to trays without biochar. Biochar-amended soil with and without plants showed a 3- to 25-fold decrease in release of nitrate and total nitrogen concentrations, as well as a decrease in phosphate and total phosphorus concentrations release into the rainfall runoff. Phosphorus results from trays planted with sedum indicate that sedum interacted with both soils to cause a decrease of phosphorus in the greenroof runoff. In correlation with a visual effect in turbidity, biochar-amended soil showed a reduction of total organic carbon in the runoff by a factor of 3 to 4 for all soil and plant trays. Inorganic carbon was similar for all tests showing that inorganic carbon neither reacted with, nor was retained by, biochar in the soil. The addition of biochar to greenroof soil is an effective way to retain nutrients in a greenroof soil, reduce future fertilizer demands, and improve the water quality of the stormwater runoff by reducing nitrogen, phosphorus, and total organic carbon concentrations in the runoff water.

Ozone in indoor environments can pose a health risk to human occupants; around half of exposure to this pollutant occurs inside buildings. One approach to reducing indoor O3 levels is to mitigate O3 as it enters a building via outdoor air ventilation supply. Often, mechanical systems that introduce outdoor air into buildings are placed on building rooftops. At the urban scale, greenery has been shown to reduce levels of some harmful pollutants, including ozone and cities like Portland, OR, are mandating green roofs be built on large commercial buildings to increase urban green surfaces. We investigate if rooftop vegetation may act as a sink for O3 as transport occurs across a green roof. It is known that O3 can react with vegetated surfaces and the ground but there is scant empirical research on said pollutant dynamics on vegetated green roofs, and little data concerning pollutant interactions occurring on other rooftop designs. Essentially unstudied is the potential of rooftop designs to affect local concentrations of pollutants where building outdoor air supply may be co-located. In this study, we investigate O3 dry deposition using resistance uptake theory in an area that includes a green roof on a local big box retail store through a field study conducted during a two-week period in the Summer of 2017. Deposition velocities and subsequently surface resistances were measured. The 10th, 50th, and 90th percentiles for resistances were 54.8 s/m, 195.3 s/m, and 3692.9 s/m respectively. A 2-D advection-diffusion model of rooftop deposition is employed to describe transport across the green roof and sensitivity analysis was performed to compare the impact of different parameters. The sensitivity analysis demonstrated that the fetch length and the vegetation height had the biggest impact, followed by the meteorological parameters; the friction velocity and heat flux. The surface resistance had the least impact on deposition. An ideal case was used to demonstrate that even when conditions are maximized for deposition, the impact on the concentration gradient is minimal at best.

Artifacts are moved to museums after the excavations in order to provide an indoor protection, while the immovable findings remain exposed to environmental conditions and human activity. In order to conserve these architectural remains made of vulnerable material, mosaics and wall paintings in situ, covering structures are designed offering temporary or long-term sheltering, preserving and exhibiting facilities. The aim of the study is to evaluate these protective structures. In this study, national and international approaches in the conservation of archaeological sites are studied in order to form the theoretical framework. Following the theoretical research, problems facing excavation sites, in situ conservation, interventions and the presentation of the archaeological sites are studied. New building in an archaeological site is discussed in architectural and conservation perspectives and evaluation criteria are defined. Selected cases are studied according to their material selection, functional and physical efficiency, compatibility with the remaining and its urban context in terms of the determined principles. The study is concluded with the general remarks for a new protective structure for the preservation and presentation of the architectural remains in an archaeological site.

Wind-induced damages on low-slope roofs are a major and common problem that many buildings located in high wind areas suffer from. Most of these damages are initiated when the metal roof edge fails first, leading to overall roof failure. This is because peak wind pressures occur at the edges and corners of low-slope roof buildings. Currently, there are not enough wind design guidelines for the Canadian roofing community to quantify the dynamic wind uplift resistance of the roof edge system. The objective of this research is to evaluate the effect of wind-induced loads on roof edges using a finite element model, verify the numerical results with those obtained from controlled experiments, and perform parametric investigations for various design variables. In this research, the overall roof edge system was modelled using the commercial finite element software package ABAQUS, by simulating the roof edge system with shell elements and applying a uniform static pressure against the face of the edge cleat or coping. Results of the modelling were compared to the experimental ones in terms of deflection of the coping under uniform pressure. The results of the numerical model and the experiments show a good agreement. Furthermore, a parametric analysis of the system was conducted under the effect of varying parameters. i.e., coping gauge, nail spacing, coping and cleat length and wind and thermal load application.

As Hong Kong is famous for its image of leading international financial metropolis, many high-rise office buildings are confined inside some developed commercial districts of Hong Kong. A place for provision of greenery in such districts seems impracticable. However, greenery can exist in forms of green roof onto office buildings, it seems a practical way to embellish this concrete city. Academic studies from other countries have proven that having green roof onto buildings is able to bring numerous psychological benefits to the building occupants, but is this fact still true for office building occupants of Hong Kong? Besides, what do office building occupants think about the presence of green roof onto the building they are working inside? In this study we would like to explore the perceptions of office building occupants in Hong Kong toward green roof, as well as their mode of green roof usage in case green roof is present. The opinions on how office building occupants get satisfied with the green roof they have visited during their working time may give us a glance to the direction of green roof development in the future. What they expect on green roof is the best source of evidence in designing an optimal green roof on human-based consideration. Study result features that green roof on office building can provide a decent leisure place to occupants for relaxation, although they seem do not treat green roof as a vital place where they must go. Office building occupants are generally satisfied with green roof having appropriate provisions such as large variety of vegetation, attractive appearance and good management level. Some crucial characteristics of green roof have been identified in the viewpoints of office building occupants such as its aesthetic nature and location for convenient access. In considering the numerous benefits of green roof, every visitor, as office building occupants, agrees that green roof should be present for their needs. It gives positive and supportive evidence as incentive to the industry and developers for future green roof development. / published_or_final_version / Housing Management / Master / Master of Housing Management

Wind-induced damages on low-slope roofs are a major and common problem that many buildings located in high wind areas suffer from. Most of these damages are initiated when the metal roof edge fails first, leading to overall roof failure. This is because peak wind pressures occur at the edges and corners of low-slope roof buildings. Currently, there are not enough wind design guidelines for the Canadian roofing community to quantify the dynamic wind uplift resistance of the roof edge system. The objective of this research is to evaluate the effect of wind-induced loads on roof edges using a finite element model, verify the numerical results with those obtained from controlled experiments, and perform parametric investigations for various design variables. In this research, the overall roof edge system was modelled using the commercial finite element software package ABAQUS, by simulating the roof edge system with shell elements and applying a uniform static pressure against the face of the edge cleat or coping. Results of the modelling were compared to the experimental ones in terms of deflection of the coping under uniform pressure. The results of the numerical model and the experiments show a good agreement. Furthermore, a parametric analysis of the system was conducted under the effect of varying parameters. i.e., coping gauge, nail spacing, coping and cleat length and wind and thermal load application.

Diss. (sammanfattning) Alnarp : Sveriges lantbruksuniv. / Härtill 5 uppsatser.

Thesis (M.E. Mechanical Engineering)--University of Waikato, 2007. / Title from PDF cover (viewed May 6, 2008) Includes bibliographical references (p. 102-108)

Thesis (M.S.)--Oregon State University, 2009. / Printout. Includes bibliographical references (leaves 133-138). Also available on the World Wide Web.