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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

From a sailing convey to a docked brewery : elucidating layers of time and adaptability using the SS nomadic as ideal archetype and Robinson dry dock as host

Meyer, Armand Anton January 2016 (has links)
Countless centuries has sailed by since humanity first discovered the method of travelling across the far stretched oceans that divided undiscovered continents. As noted by Le Corbusier, these liners were deemed being an engineering feat of the twentieth century, as their design resembled an epitome of indulgence and hospitality. As the average lifespan of a commercial liner is 25 years, the shipping industry is reaching a pinnacle point in time where countless ships will be decommissioned. As these vessels were originally built to be both functional and appealing in nature, why have them reduced to hazardous scrap metal, when they can be repurposed on land? In order to physically implement such an interior endeavor, both a decommissioned ship ideal in typology and status, along with a suited location for docking was to be advocated. The selection of Robinson Dry Dock as host and the SS Nomadic as habitant allowed for the spatial intervention of a retail-orientated and recreational facility to be envisioned. As opposed to the mere institution of a heritage approach, the appendage of a new layer is proposed that will allow for past recollection and future addition thereon - thus a palimpsest of design in terms of programmatic response and actual materiality. As the spatial and structural formation of vessels primarily rely on steel and the construction of a dock on concrete, these materials will be probed comprehensively in standings of their vulnerability to degradation. Proposed avenues of material investigation permits corrosion protection, historic decay preservation and intentional oxidation techniques that can conceivably ground potential design implementations. The decisive spatial outcome aims to endorse the idea that corrosion can act as a tool of architectural beautification, rather than a mere entity of intimidation. This idea is heightened by the insertion of a microbrewery that factually exemplifies the splendor of aging. Rather than promoting slavish alternative shipbreaking approaches and mere demolition practices, layered architectural alteration, as outlined by Fred Scott in his book, On Altering Architecture, will allow for the creation of a spatial intervention that is honest, nonintrusive and profound. / Ontelbare eeue het verby geseil sedert die mensdom 'n reismetode ontwikkel het wat hul in staat sou stel om uitgestrekte oseane, wat onontdekte kontinente verdeel, te verken. Soos opgeteken deur Le Corbusier, was hierdie lynbote beskou as 'n kordaatstuk vir ingenieurswese in die 20ste eeu, aangesien die ontwerp daarvan getuig van toegeeflikheid en gasvryheid. Omdat die gemiddelde leeftyd van 'n kommersi?le boot 25 jaar is, het die skeepindustrie 'n punt bereik waar heelwat skepe onaktief verklaar is. As hierdie werktuie oorspronklik bedoel was om funksioneel sowel as aantreklik van aard te wees, waarom dit dan reduseer tot 'n hoop skrootmetaal as dit vir 'n ander doel op land aangewend kan word? Ten einde so 'n poging te implementeer, moes 'n onaktiewe boot, tesame met 'n gepaste ligging vir die dok daarvan, voorgestel word. Die keuse van Robinson Droogdok as gasheer en die SS Nomadic as inwoner, laat ruimte vir 'n omgewings-vriendelike produk waarin die moontlikheid van kleinhandel en fasiliteite vir vermaak, voorkeur geniet. Teenoor die blote ingesteldheid van 'n erfenis-aanslag, is die byvoeging van 'n nuwe laag voorgestel, wat ruimte laat vir dit wat in die verlede gevestig is, sowel as toekomstige byvoeging ? dus 'n palimpses van ontwerp in terme van 'n programmatiese oplossing en materialiteit. Soos wat die ruimtelike en struktuele formasie van werktuie hoofsaaklik afhanklik is van staal en die konstruksie van 'n dok uit beton, sal hierdie materiale deeglik en omvattend ondersoek word in terme van hul kwesbaarheid wat degradering betref. Voorgestelde maniere om hierdie materiale te ondersoek en te toets, sal beskerming teen roes, asook historiese verval en doelbewuste oksidasie-tegnieke insluit, wat moontlik die grondslag kan l? vir potensi?le ontwerp implementering. Die uitkoms kan die idee bevorder dat verval en agteruitgang kan bydra tot argitektuele verfraaiing, eerder as om 'n blote entiteit vir intimidasie te wees. Hierdie idee word verder bevorder deur die 'n mikro-brouery by te voeg, wat die glorie van oudword beklemtoon. Eerder as om skeepsloping en blote vernietiging voor te staan, sal argitektuele verandering, soos uiteen gesit deur Fred Scott in sy boek, On Altering Architecture, die skep van 'n ruimtelike ingryping toelaat wat eerlik, nie-opdringerig en grondig sal wees. / Mini Dissertation (MInt (Prof))--University of Pretoria, 2016. / Architecture / MInt (Prof) / Unrestricted
2

Contribuição para a elaboração de um sistema de gestão ambiental dos diques de manutenção e reparo do Arsenal de Marinha do Rio de Janeiro / Contribution to the development of an environmental management systems of drydicks of the maintenance and repair of the Arsenal de Marinha do Rio de Janeiro

Maria José da Silva Silveira 09 November 2010 (has links)
A Baía de Guanabara, ambiente de localização do Arsenal de Marinha do Rio de Janeiro (AMRJ), sofre com a intensa pressão antrópica, principalmente no aspecto da qualidade das águas. Neste contexto, uma fração considerável da poluição decorre das atividades dos estaleiros, uma vez que a atividade industrial naval no Rio de Janeiro não tem mecanismo de controle de poluição à altura do seu real potencial poluidor. Esta ausência de fiscalização possibilita o lançamento na Baía de resíduos sólidos, esgotos sanitários, efluentes químicos, oleosos e tóxicos, tornando crescente a contaminação dessas águas, margens e mangues. Estes descartes cada vez mais são alvo das exigências ambientais da sociedade e das legislações. Devido a isto, a gestão de efluentes líquidos do Arsenal tornou-se prioritária, para tal, esse estudo foi proposto, tendo iniciado pela análise das oficinas do estaleiro, na qual as operações no dique foram identificadas como uma das mais impactantes do estaleiro. A partir desta constatação, estão apresentadas duas fontes de pesquisas para a redução dos impactos. Na primeira etapa, há o estudo das atividades geradoras de efluentes no dique de reparo, com os objetivos de propor a implantação das diretrizes de melhores práticas de gestão, de minimizar a geração de efluentes líquidos e de contribuir para a adoção de práticas ambientais proativas. Como segunda pesquisa, com base nas tecnologias mundiais, há a proposta de tratamento dos efluentes de um dique, na qual foram identificados os processos que irão atender às necessidades ambientais do estaleiro, com as opções de escolha entre o tratamento parcial, para o descarte na rede pública, ou com o prosseguimento do processo até o seu reúso. As conclusões deste estudo apontam para a implantação da gestão ambiental do dique sistematizada, rigorosa e integrada com a gestão das embarcações, acrescentando-se a isto, as necessidades de incorporação de tecnologias modernas e de sistema de tratamento dos efluentes, propiciando de maneira sustentável que haja a continuação do processo de produção do estaleiro e, ao mesmo tempo, permitindo o retorno da biodiversidade da Baía de Guanabara. / Guanabara Bay, located at Arsenal de Marinha do Rio de Janeiro (AMRJ), suffers from intense human pressure, especially on what is referred about water quality. In this context, a considerable part of the pollution comes from the shipyards activity, sine that the naval industrial activity in Rio de Janeiro has no mechanism for pollution control that matches its real potential polluter. This lack of inspection makes it possible the launch of solid waste in Guanabara Bay, in addition of sanitary sewage, chemical waste, oily and toxic, which increases the contamination of the water, shores and mangroves. These discard has been, more and more, a target of societys environmental demands and of laws also. Because of that, the management of wastewater from Arsenal has become a priority, for that, this study was suggested. Beginning with the analyses of the shipyard workshops, which dry docks activities have been identified as one of the most striking on the shipyard. From this conclusion, two research sources for impact reduction are presented. In the first stage there is a study of activities that creates wastewater in the dry dock of repair, with the purpose to propose the establishment of guidelines to improve the management practices, to minimize the production of liquid effluents and to help with the embracement of pro-active environmental practices. In the second research, with bases in world technologies, there is the purpose to treat the effluents from a dry dock, in which there were processes identified that would attend to the shipyards environmental needs, with options of choice between the partial treatment, for disposal in public network, or to the persecution of reuse procedure. The conclusions of this study point to the implantation of a systemized environmental management of the dry dock, rigorous and integrated with the management of vessels. Adding to it, the need to incorporate modern technologies and treatment systems of effluents, which will provide, in a sustainable way, that the process of production of the shipyard could proceed. And, at the same time, allowing the return of the biodiversity of the Guanabara Bay.
3

Contribuição para a elaboração de um sistema de gestão ambiental dos diques de manutenção e reparo do Arsenal de Marinha do Rio de Janeiro / Contribution to the development of an environmental management systems of drydicks of the maintenance and repair of the Arsenal de Marinha do Rio de Janeiro

Maria José da Silva Silveira 09 November 2010 (has links)
A Baía de Guanabara, ambiente de localização do Arsenal de Marinha do Rio de Janeiro (AMRJ), sofre com a intensa pressão antrópica, principalmente no aspecto da qualidade das águas. Neste contexto, uma fração considerável da poluição decorre das atividades dos estaleiros, uma vez que a atividade industrial naval no Rio de Janeiro não tem mecanismo de controle de poluição à altura do seu real potencial poluidor. Esta ausência de fiscalização possibilita o lançamento na Baía de resíduos sólidos, esgotos sanitários, efluentes químicos, oleosos e tóxicos, tornando crescente a contaminação dessas águas, margens e mangues. Estes descartes cada vez mais são alvo das exigências ambientais da sociedade e das legislações. Devido a isto, a gestão de efluentes líquidos do Arsenal tornou-se prioritária, para tal, esse estudo foi proposto, tendo iniciado pela análise das oficinas do estaleiro, na qual as operações no dique foram identificadas como uma das mais impactantes do estaleiro. A partir desta constatação, estão apresentadas duas fontes de pesquisas para a redução dos impactos. Na primeira etapa, há o estudo das atividades geradoras de efluentes no dique de reparo, com os objetivos de propor a implantação das diretrizes de melhores práticas de gestão, de minimizar a geração de efluentes líquidos e de contribuir para a adoção de práticas ambientais proativas. Como segunda pesquisa, com base nas tecnologias mundiais, há a proposta de tratamento dos efluentes de um dique, na qual foram identificados os processos que irão atender às necessidades ambientais do estaleiro, com as opções de escolha entre o tratamento parcial, para o descarte na rede pública, ou com o prosseguimento do processo até o seu reúso. As conclusões deste estudo apontam para a implantação da gestão ambiental do dique sistematizada, rigorosa e integrada com a gestão das embarcações, acrescentando-se a isto, as necessidades de incorporação de tecnologias modernas e de sistema de tratamento dos efluentes, propiciando de maneira sustentável que haja a continuação do processo de produção do estaleiro e, ao mesmo tempo, permitindo o retorno da biodiversidade da Baía de Guanabara. / Guanabara Bay, located at Arsenal de Marinha do Rio de Janeiro (AMRJ), suffers from intense human pressure, especially on what is referred about water quality. In this context, a considerable part of the pollution comes from the shipyards activity, sine that the naval industrial activity in Rio de Janeiro has no mechanism for pollution control that matches its real potential polluter. This lack of inspection makes it possible the launch of solid waste in Guanabara Bay, in addition of sanitary sewage, chemical waste, oily and toxic, which increases the contamination of the water, shores and mangroves. These discard has been, more and more, a target of societys environmental demands and of laws also. Because of that, the management of wastewater from Arsenal has become a priority, for that, this study was suggested. Beginning with the analyses of the shipyard workshops, which dry docks activities have been identified as one of the most striking on the shipyard. From this conclusion, two research sources for impact reduction are presented. In the first stage there is a study of activities that creates wastewater in the dry dock of repair, with the purpose to propose the establishment of guidelines to improve the management practices, to minimize the production of liquid effluents and to help with the embracement of pro-active environmental practices. In the second research, with bases in world technologies, there is the purpose to treat the effluents from a dry dock, in which there were processes identified that would attend to the shipyards environmental needs, with options of choice between the partial treatment, for disposal in public network, or to the persecution of reuse procedure. The conclusions of this study point to the implantation of a systemized environmental management of the dry dock, rigorous and integrated with the management of vessels. Adding to it, the need to incorporate modern technologies and treatment systems of effluents, which will provide, in a sustainable way, that the process of production of the shipyard could proceed. And, at the same time, allowing the return of the biodiversity of the Guanabara Bay.
4

THE SPATIALITY IN STORYTELLING

Yu, Xiang 13 July 2016 (has links) (PDF)
Theatre has always been played a irreplaceable role in people’s lives, even nowadays where people have multiple choices for entertainment. Some theater architecture has also become the symbol of the city, such as Paris Opéra and Sydney Opera House. By taking a close look at various case studies, one will understand how the theatre architecture corresponds with their city representing its history, culture and visions for the future. The development of my thesis is based on the integration of the ‘space’ of storytelling and the space of design. Will the quality of space bring out the memories that have been stored with in it? How the space provide with most flexibility for its users? Explorations in acoustic and lighting design as well as the spectators’ experience in the space will be discussed. My attention is to create a design that will heighten perception and arouse the audience’s sensory experience even before the start of the show. The relationship between nature and the architecture is also one of my attentions. Questions arise such as how to use a multidisciplinary approach to investigate the intersection of architecture and landscape. Should the architecture become a new definition towards the context or an expression that abstract from the landscape? This thesis explores the relationship between the performer and audience, and how the architecture space can contribute to the theater experience. The design for this project offers one solution for the whole site serving as a place for performing arts as well as a public space and a destination for the city of Boston.
5

Estudo probabilístico da resistência à compressão e da resistência à tração na flexão dos concretos utilizados na construção do dique seco do estaleiro Rio Grande, no superporto, em Rio Grande - RS / Probabilistic analysis of the compressive resistance and tensile resistance in bending of the concrete used in the construction of the estaleiro Rio Grande drydock, in Rio Grande – RS

Magalhães, Fábio Costa January 2009 (has links)
Dissertação(mestrado) - Universidade Federal do Rio Grande, Programa de Pós-Graduação em Engenharia Oceânica, Escola de Engenharia, 2009. / Submitted by Lilian M. Silva (lilianmadeirasilva@hotmail.com) on 2013-04-20T22:47:54Z No. of bitstreams: 1 Estudo probabilístico da resistência à compressão e da resistência à tração na flexão dos concretos utilizados na construção do dique seco do estaleiro Rio Grande, No Superporto, Em.pdf: 10848965 bytes, checksum: 809b5f8cbee32e8c634ff304349206bb (MD5) / Approved for entry into archive by Bruna Vieira(bruninha_vieira@ibest.com.br) on 2013-06-04T16:19:35Z (GMT) No. of bitstreams: 1 Estudo probabilístico da resistência à compressão e da resistência à tração na flexão dos concretos utilizados na construção do dique seco do estaleiro Rio Grande, No Superporto, Em.pdf: 10848965 bytes, checksum: 809b5f8cbee32e8c634ff304349206bb (MD5) / Made available in DSpace on 2013-06-04T16:19:35Z (GMT). No. of bitstreams: 1 Estudo probabilístico da resistência à compressão e da resistência à tração na flexão dos concretos utilizados na construção do dique seco do estaleiro Rio Grande, No Superporto, Em.pdf: 10848965 bytes, checksum: 809b5f8cbee32e8c634ff304349206bb (MD5) Previous issue date: 2009 / A variação presente nos ensaios de aceitação do concreto, sobretudo a resistência, torna fundamental a utilização de uma grande quantidade de dados amostrais para estabelecer parâmetros de avaliação e calibração das normas técnicas. Distintos controles tecnológicos, metodologias de dosagem e características dos materiais, são alguns dos fatores que fazem com que o concreto tenha peculiaridades relacionadas à região do planeta onde o mesmo é produzido.O presente trabalho aplicou diversos métodos de controle e aceitação de estruturas de concreto aos resultados práticos oriundos do concreto lançado na execução do dique seco do Estaleiro Rio Grande em construção na cidade de Rio Grande - RS. Esta obra é uma importante fonte de informações sobre a resistência e o comportamento do concreto visto que, na mesma, foi empregado desde o início um rigoroso controle de qualidade; gerando dados raramente disponíveis em obras portuárias brasileiras. Foram utilizados como base para este trabalho dois traços de concreto; um com adição de fibras e fck= 35 MPa e outro com adição de sílica ativa e fck= 40 MPa. Foram realizadas comparações entre as estimativas de resistência das normas brasileira, européia e norte-americana de concreto. Realizadas análises estatísticas de modelos teóricos de distribuição de probabilidade destas resistências. Além disso, foram estabelecidas correlações entre as resistências à tração e à compressão do concreto. O incremento de resistência do concreto ao longo do tempo também foi estudado, tanto para compressão como para a tração. As análises apresentadas permitem atestar o atendimento dos concretos utilizados na execução do dique seco quanto aos requisitos estabelecidos pelas normas brasileiras de concreto. / Due to the variability in the results of the concrete acceptance tests, especially in the resistance tests, it is fundamental to use a large number of sample data to establish the assessment parameters and to calibrate the standard codes. Different technological controls, mixing methodologies and material characteristics are some of the factors that cause the concrete having peculiarities proper of the region where it is produced. The present work has applied different methodsof control and acceptance of concrete structures to the test results of the concreteused in the construction of the Estaleiro Rio Grande dry-dock, in the city of Rio Grande – RS. This construction site is an important source of information about the concrete resistance and behavior, because it was adopted, since the beginning of the construction, a rigorous quality control. This quality control produced a number oftest results that is seldom available in the Brazilian harbors construction sites. In this work two different concrete mixes were studied: first a fiber reinforced concrete (FRC) with fck = 35 MPa, and a second one with silica fume addition with fck = 40 MPa. The resistance assessment formulations of the Brazilian, European and North American standard codes were compared. A statistical analysis of best the probability distribution models for the resistance test results was made. Besides, it was determined a correlation between the concrete tensile and compressive resistances. The increasing of the concreteresistance with time was also studied to compression as well as to tension. The analyses performed have showed that both concrete mixes used in the construction of this dry-dock have attained the quality standards required by the Brazilian standard codes for concrete.

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