Thèses sur le sujet « Torrens »
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Gauvin, Clea. « Controlling space : management of Torrens Title in South Australia and overseas / ». Title page, table of contents and introduction only, 1997. http://web4.library.adelaide.edu.au/theses/09ISG/09isgg277.pdf.
Texte intégralJames, Sharon Lee. « The River Torrens Linear Park scheme : an analysis of implementation and success / ». Title page, contents and abstract only, 1992. http://web4.library.adelaide.edu.au/theses/09AR/09arj29.pdf.
Texte intégralGeyer, Mary. « Robert Richard Torrens and the Real Property Act : the creation of a myth / ». Title page, contents and conclusion only, 1991. http://web4.library.adelaide.edu.au/theses/09AR/09arg397.pdf.
Texte intégralYong, Chiu Mei. « A critical study of the role of equity in the peninsular Malaysian torrens system ». Thesis, University of Nottingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.270238.
Texte intégralEsposito, Antonio Kurt. « The history of the Torrens system of land registration with special reference to its German origins ». Adelaide, S.A. : School of Law, University of Adelaide, 2000. http://web4.library.adelaide.edu.au/theses/09LM/09lme77.pdf.
Texte intégralSanches, Almir Teubl. « A questão de terras no início da República : o Registro Torrens e sua (in)aplicação ». Universidade de São Paulo, 2008. http://www.teses.usp.br/teses/disponiveis/2/2139/tde-03072009-161245/.
Texte intégralThe present work had the goal of showing in which manner the brazilian social-economic setting in the second half of the XIXth century clamored for the organization and modernization of the real-state registry system, in order to definitively insert land into the sphere of circulating assets, acquire market value, and replace slave property as guarantees jn agricultural financing. Focusing specifically in the matter of land an in the attempt to institute the Torrens Registry, this research also aimed to demonstrate how progressivist attempts of reform, born in the beginning of the Republic due to a political vacuum occasioned by the fragility of the Republican Alliance, were barred by the Constituent process of 1891, led by federalist political forces. Furthermore, it was here sought to demonstrate as well how the availing and distortion of Lei de Terras\' norms by republican state governments made possible a land liberalizing policy, whose beneficiaries were carefully selected, in accordance with their status and with their alignment with regional power.
Metcalfe, Sara. « Coastal management in South Australian urban environments : the Torrens outlet and its effects on sediment composition / ». Title page, contents and abstract only, 2001. http://web4.library.adelaide.edu.au/theses/09SB/09sbm5889.pdf.
Texte intégralLow, Rouhshi. « The use of technology to automate the registration process within the Torrens system and its impact on fraud : an analysis ». Thesis, Queensland University of Technology, 2008. https://eprints.qut.edu.au/18301/1/Rouhshi_Low_Thesis.pdf.
Texte intégralLow, Rouhshi. « The use of technology to automate the registration process within the Torrens system and its impact on fraud : an analysis ». Queensland University of Technology, 2008. http://eprints.qut.edu.au/18301/.
Texte intégralDedigama, Anne C. « A case for hybridisation of land registration systems : Case study (Sri Lanka) ». Thesis, Queensland University of Technology, 2016. https://eprints.qut.edu.au/97936/6/Anne_Dedigama_Thesis.pdf.
Texte intégralSilva, Elisangela Maria da. « Práticas de apropriação e produção do espaço em São Paulo : a concessão de terras municipais através das cartas de datas (1850-1890) ». Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/16/16133/tde-25072012-153053/.
Texte intégralCartas de Datas de Terras documents are essential for the study of the constitution of the land structure of São Paulo. This legacy of the colonial period persisted throughout most of the 19th century, and it is the formal request for a piece of land whithin the rossio - land granted from the Chamber. This research aims to unravel the theoretical and practical mechanisms through which these lots were granted after the creation of law no. 601 in 1850, the Lei de Terras (Law of the Lands). Therefore, we have analyzed forty years of practice relating to the grating of City Council Datas (pieces of land) in an attempt to quantify and qualify applicants, stake out areas of higher incidence of concessions, seeking after a possible standard of distributing of lots. The research followed the whole process of land transformation into financial asset to replace the slaves as investments, covering the period from 1850 to 1890, chronological beacons corresponding respectively to the Lei de Terras and the Torrens Registration. The Torrens\' Registry established new procedures for registration of land, thus making possible the creation of a strong base mortgage. With this consolidation of credit, the land becomes a financial asset. Almost simultaneously to the creation of this registry, the procedure of granting pieces of land was extinguished signaling the end of a period marked by the useful domain of the land and replaced with the concept of full domain or private property.
Bell, Justine Ann. « An integrated information management model for ecologically sustainable development ». Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/33245/1/Justine_Bell_Thesis.pdf.
Texte intégralWallace, James. « TORRES. MARIO ». Pontificia Universidad Católica del Perú, 2013. http://repositorio.pucp.edu.pe/index/handle/123456789/115020.
Texte intégralSmyth, Kenneth Jeffrey. « Debris torrent mechanisms ». Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26739.
Texte intégralApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Molnar, Delanie. « Breaking In Torrent ⸺ ». Bowling Green State University / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=bgsu1616069974460694.
Texte intégralLeipzig, Universität, et University of Miami. « Mentor : Annette Torres ». Compliance Elliance Journal (2017), 3:1, S. 19, 2017. https://ul.qucosa.de/id/qucosa%3A15601.
Texte intégralSimón, Gallego Carlos. « Bit-Torrent in Erlang ». Thesis, Uppsala University, Department of Information Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-98284.
Texte intégralThe goal of my project has been to programme a Bit-torrent application using Erlang language. A Bit-Torrent application permits the user to download files from the system and share files at the same time. The reason Erlang was chosen is because this programming language has suitable features for concurrency and distributed system.
The most important aspect I have considered in my project has been to manage a proper behaviour of the system, more than the simply fact of transferring stuff. This way, the program will be able to response to changes immediately. The changes could be: a user uploads a new file to share with other peers, a file is removed, new chunks of a file appear… and others like that.
My Bit-Torrent system contains five modules: Bittorrent, Tracker, Statistic, Server and User module, and all of them will be explained going into details in this document.
Arthur, William Stewart. « Torres Strait Islanders and autonomy : a borderline case / ». View thesis entry in Australian Digital Theses, 2005. http://thesis.anu.edu.au/public/adt-ANU20070612.114556/index.html.
Texte intégralGiner, Martínez Francisco. « Los murales de Torres García ». Doctoral thesis, Universitat Politècnica de València, 2003. http://hdl.handle.net/10251/86027.
Texte intégralGiner Martínez, F. (2002). Los murales de Torres García [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/86027
Fernandes, Sérgio Miguel Nunes. « Linhas de Torres : a oportunidade ». Master's thesis, FEUC, 2014. http://hdl.handle.net/10316/27619.
Texte intégralO sistema defensivo Linhas de Torres foi erguido entre 1809 e 1811 para defender Lisboa das Invasões Francesas. A construção dos 152 fortes foi feita em segredo, de um modo rápido e discreto. Passados cerca de 200 anos os fortes atravessam 6 municípios, 2 regiões de Turismo, 2 Comissões Coordenadoras de Desenvolvimento Regional e várias entidades governamentais como o Ministério da Defesa Nacional. Contudo, a população bem como o país pouco beneficia com a existência deste potencial recurso turístico único na região. A investigação realizada pretende conhecer a organização existente, quais os atores na região, como se relacionam para promover e explorar este recurso turístico existente. Esta dissertação tem como objetivo procurar contribuir para apresentar uma solução válida, que melhore a articulação entre as diversas entidades presentes no território. A aplicação do marketing na gestão territorial permite obter ganhos e assim rentabilizar este recurso turístico único, inimitável no mundo
Sirqueira, Alan da Silva. « Comportamento estrutural de torres de aço para suporte de turbinas eólicas ». Universidade do Estado do Rio de Janeiro, 2008. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=1411.
Texte intégralThe increasing demand for electricity required by individual and industrial consumers brings back the issues related to the exhaustion of the exiting fossil energy sources and leads to the evident needs for investments in research topics that focus on improving, developing available renew able energy sources or even creating some novel energy renewable alternatives.One of the alternatives to deal with this problem is the utilization of the wind power. The transformation of the wind forces into electrical energy is made by wind turbines supporter by steel towers.The present dissertation investigates and analysed a typical wind tower created to support a Repower MM92 wind turbine aiming to better understand its structural response. Initially a suggestion for a w ind tower structural design based on the Eurocode 3 recommendations is presented and discussed. The developed numerical model was conceived based on finite element simulation performed with the aid of the Ansys Program. The numerical model is capable of accurately reproduce the wind tower structural response when subjected to the load action imposed by the wind forces acting on the wind blades. The developed numerical model was created using shell finite elements and considers geometrical and material non-linearities.The present investigation also contemplated a dynam ical analysis aiming to evaluated the natural frequencies and associated vibration modes (modal analysis) as well as a transient harmonic analysis to evaluate the wind tower dynamic response along the time domain. The dynamical results indicated that its significan t influence on the wind tower structural response. This conclusion indicates that if only a static design is made he wind tower safety could not be warranted and couldlead to possible wind related accidents. The developed non-linear analysis enable to determine that on of the wind tower ultimate limit states is associated to the lo cal buckling of the wind tower wall, under compressive forces, and its effects must be c onsidered on the tower structural design.
O aumento do consumo de energia para atender às necessidades da população e das indústrias, trás a tona uma problemática lógica que se refere ao esgotamento das atuais fontes de energia, o que evidencia a necessidade de se investir em pesquisas que busquem aprimorar fontes de energia renovável e estudos que apontem para novas formas de capitação de energia.Uma das alternativas de contornar este problema tem sido a utilização da energia oriunda da ação do vento. A transformação da força do vento em energia elétrica é realizada através de torres de aço com turbina eólica. A presente dissertação, visando acrescentar informações no meio técnico-científico sobre o comportamento estrutural de torres de aço p ara suporte de turbinas eólicas, analisou uma torre modelo MM92 da Repower. Inicialmente, foi apresentada uma sugestão para o dimensionamento de uma torre eólica baseada nos preceitos do Eurocode para análise numérica desenvolvida neste trabalho, foi elaborado um modelo de elementos finitos baseado na plataforma A nsys capaz de reproduzir com fidelidade o comportamento da torre eólica submetida ao carregamento produzido pelo vento nas pás da hélice. O modelo numérico estudado é constituído por elementos finitos de casca e considera os efeitos d as não-linearidades do material e geométrica.Também foi desenvolvido neste trabalho uma análise dinâmica com o objetivo de se avaliar as freqüências naturais, os modos de vibração (análise de autovalores e autovetores) bem como uma análise harmônica e trans iente para verificar a resposta dinâmica da torre no domínio do tempo.O resultado obtido no estudo da parcela dinâmica mostra que a resposta da estrutura pode ser determinante no seu comportament o. Nesse caso, a utilização de uma análise estrutural estática pode resultar no mau dimensionamento da torre e, conseqüentemente, em possíveis acidentes. A análise não-linear efetuada permitiu verificar o fenômeno de flambagem local na parede da torre sujeita a compressão, que deve ser levado em consideração durante a execução do projeto da torre eólica.
Torres, Mary Ann Rado. « Transnational feminism in the academy : linking humanities and human rights / ». Electronic version (Microsoft Word), 2005. http://dl.uncw.edu/etd/2005/torresm/marytorres.doc.
Texte intégralCattani, Rudivan Luiz. « Nueva York. Torres que rematan manzanas ». Doctoral thesis, Universitat Politècnica de Catalunya, 2013. http://hdl.handle.net/10803/126621.
Texte intégralThe lack of light and natural ventilation caused by the immense shadow of new tall buildings in Downtown led to the 1916 zoning law. The rules regulated heights, towers aerial setbacks and division into three zones, residential, commercial and industrial. The stepped building (wedding cake) was the direct result of the implementation of this new regulation. The vertical construction of Downtown was unavoidable, since there was no surface at ground level. Its saturation led the search for new areas where tall buildings could be built. Geologically, the Midtown was the most appropriate place. The Eirst contributions came from the Rockefeller Center (1933), which was located in the heart of the area and not only was the main promoter of the towers to come, but also opened the incorporation of public spaces. It was also a consistent case study because of the large number of buildings it owns sited at the extreme point of the block and is believed to have acted as catalysts for the cases analyzed. The successful urban experience of Rockefeller Center; the high need for vertical growth; new technologies; consolidation of large corporations and their eagerness to touch the sky as synonymous of status and power; the rise of modern architecture in the world, driven by Mies van der Rohe and Le Corbusier and, mainly, the willingness of the city to innovative proposals to draw new views, have been the main drivers of some of the most important contributions to modern corporate architecture. The initial milestones, in this regard, were the Lever House (1952) and the Seagram Building (1958), constructed from the 1916 law, but that did not occupy the entire site and incorporated public spaces. Both buildings influenced the new zoning law of 1961, which allowed a tower to rise more in exchange for this kind of space. By looking closely at the area have detected two others modern towers that, along with the previous two, quickly became archetypes. Archetypes because other nine towers with similar conEigurations were also detected and showed, in turn, universality, validity and enforceability of the originals, and the adaptability of each. The thirteen case studies are located, therefore, between an avenue and two side streets, thus giving rise to the 'Towers sited at the extreme points of the blocks', situation which has served of vector of the entire study. The analysis of the towers in each of these four archetypes –Tower on base (Lever House and Hilton Hotel), Tower in front of the base (Seagram, Union Carbide and The Equitable), Tower with side base (Time and Life, Exxon, McGraw Hill, Celanese and 345 Park Avenue) and Tower (CBS, Burlingon House and 1166 Avenue of the Americas)– tried to understand what they have of the city and at the same time what they have given to it, always trying to corroborate that the extreme point of the block ‐61 meters wide in all cases– is able to offer different values to the city. From the location and access, through the transit hub vertical, typical plant, by the enclosure or the top of the tower, have examined different situations which have ranged from a rather modest scale and a monumentality perhaps excessive, between a rich and assorted public space and tiny and discrete areas, including the emphasis on the precursors cases and the naturality of other situations. Of course, diversity manifested within each archetype and countless relationships found between buildings has been the main interest of this study. Its possible that some cases have excelled for their ability to solvency, aesthetics and quality, but the purpose has not been to give greater emphasis to none.
KAIZER, GLAUCO BARBOSA HOFFMAN. « CHRISTIAN SALVATION IN ANDRÉS TORRES QUEIRUGA ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2011. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=19300@1.
Texte intégralA salvação cristã representa o desejo inequívoco de Deus para todo ser humano e para toda teia complexa que faz parte e comporta sua realidade existencial, não ficando nada de fora, de maneira que quanto mais se realiza a pessoa humana, tanto mais ela se salva. Contudo, essa compreensão salvífica foi, ao longo dos tempos, perdendo essa compreensão o que provocou um encolhimento e mesmo um recolhimento subjetivo que marcou presença num estado de ser religioso que se tornou ressentido do mundo e da vida. Ressentimento esse que refluiu corrosivamente para o interior da espiritualidade cristã e que também esboroou a percepção da verdadeira imagem de Deus por parte daqueles que não transitam pela trilha da fé, criando fantasmas e equívocos que só fizeram separar aqueles que deviam trilhar juntos o caminho do dom, da comunhão e da liberdade de ser, a saber, Deus e a pessoa humana. Cônscios de que nesse quadro a maneira pela qual se exprimia essa relação com Deus (em especial quando essa expressão aparece deslocada em relação às novas bases da sensibilidade cultural moderna) foi, em sua medida, um dos motivos da contradição na ideia de salvação que trataremos, nessa dissertação, apoiados em parte da obra de Andrés Torres Queiruga, de reinterpretar o tema da salvação em profundo diálogo com as categorias do nosso tempo e em profunda sintonia com aquele que é o núcleo inconfundível para toda fé cristã: Deus é amor. Disso dependerá nossa coerência teológica no que tange atualizar a mensagem e a realidade que se desprende do tema da salvação enquanto realidade já presente e coerente com a realidade antropológica da pessoa humana, até aquele momento em que esta é elevada à profundidade de sua realização/salvação plena.
Christian salvation is the unequivocal desire of God for every human being and the whole complex web that forms a part and involves its existential reality, not getting anything out, so that the more one realizes the human person, the more it saves. However, this understanding of salvation was, over time, losing that understanding what caused a shrinking and even a subjective gathering that was present in a state of being religious that became resentful of the world and life. This resentment that corrosively flowed into the Christian spirituality and also crumbled the perception of the true image of God by those who do not travel the path of faith, creating ghosts and mistakes that only separate those who should walk together the path of the gift , communion and the freedom of being, namely, God and human person. Aware that in this picture the way is expressed this relationship with God (especially when that expression appears offset from the new foundations of modern cultural sensitivity) was, in his measure, the reason for the contradiction in the idea of salvation which we will expose in this dissertation, supported in part of the work of Andres Torres Queiruga to reinterpret the theme of salvation in serious dialogue with the categories of our time and in profound harmony with that which is the distinctive core for all the Christian belief: God is love. It depends on our theological coherence in with respect to update the message and the reality that is detached from the theme of salvation as a reality already present and consistent with the anthropological reality of human beings, until such time as it is raised to the depth of his achievement / full salvation .
Travanca, Rui Manuel Carvalho Almas. « Torres para radiocomunicações : patologias e dimensionamento ». Master's thesis, Universidade de Aveiro, 2010. http://hdl.handle.net/10773/4387.
Texte intégralAs torres são um dos principais suportes físicos para a instalação de equipamentos de rádio, utilizados para a emissão de ondas electromagnéticas, que permitem serviços diversos, tais como rádio, televisão ou comunicações móveis. Esta dissertação pretende rever a análise e o dimensionamento de torres utilizadas para radiocomunicações, assim como apresentar as principais patologias que comummente se observam nestas estruturas em Portugal. Pretende-se analisar a evolução na regulamentação de dimensionamento estrutural destes sistemas recorrendo a análises comparativas. Estas análises incidirão, em particular, na caracterização dos efeitos da acção do vento, acção condicionante para a análise e dimensionamento destas estruturas em Portugal.
Towers are one of the most important physical support for installation of radio equipment used for the emission of electromagnetic waves, which allow various services, such as radio, television and mobile communications. This thesis intends to review the analysis and design of towers used for radio communications, as well as presenting the main pathologies that commonly are observed in these types of structures in Portugal. It is intended to analyze the evolution of structural design standards for these systems using comparative analysis. These analyses will focus in particular on the characterization of the effects of wind action, main action for the analysis and design of these structures in Portugal.
Pinho, Silvia Oliveira Campos de. « Alberto Torres : uma obra, várias leituras ». Universidade Federal de Minas Gerais, 2007. http://hdl.handle.net/1843/VCSA-8RGFA5.
Texte intégralJohnson, Richard Michael. « Torrent erosion in Lake District mountain catchments ». Thesis, Durham University, 2001. http://etheses.dur.ac.uk/1659/.
Texte intégralSamuel, Diana S. « The bioadhesion of tree- and torrent frogs ». Thesis, University of Glasgow, 2014. http://theses.gla.ac.uk/5196/.
Texte intégralMulatillo, Valladares Juan Manuel. « La estrategia de comunicación utilizada en el plan de marketing. Caso : estudio Torres y Torres Lara Abogados ». Bachelor's thesis, Pontificia Universidad Católica del Perú, 2017. http://tesis.pucp.edu.pe/repositorio/handle/123456789/8476.
Texte intégralMemoria
Achaerandio, Puente Isabel. « Decoloració de vinagres mitjançant torres de rebliment ». Doctoral thesis, Universitat Rovira i Virgili, 2000. http://hdl.handle.net/10803/8674.
Texte intégralPhilp, Jude. « Resonance : Torres Strait material culture and history ». Thesis, University of Cambridge, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.411074.
Texte intégralDellezzopolles, Júnior Cyrio Fleremosch. « Análise dinâmica de torres de energia eólica ». reponame:Repositório Institucional da UnB, 2011. http://repositorio.unb.br/handle/10482/10259.
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Neste trabalho estuda-se o comportamento dinâmico de torres de aerogeradores utilizando-se a teoria de Euler-Bernoulli com acoplamento torre-aerogerador. O corpo da torre é considerado uma estrutura metálica uniforme, como uma viga engastada, de secção circular cujo momento de inércia é constante. O aerogerador, composto pelas pás da turbina, rotor e nascele, é considerado como uma massa conectada à extremidade da torre e sujeita a carregamentos dinâmicos. A análise não-linear é feita levando-se em conta o acoplamento da torre eólica e do aerogerador. Deduziu-se uma equação não-linear para modelar o comportamento da torre eólica baseada no método variacional de Hamilton onde se aplicaram carregamentos periódicos na extremidade da torre eólica. É mostrada a variação dos modos normais de vibração com a massa associada ao aerogerador. A equação diferencial parcial não-linear obtida foi transformada em um sistema de equações de segunda ordem no tempo através do método de discretização de Galerkin. As equações obtidas na solução do sistema dinâmico torre-aerogerador são utilizadas para estudar a resposta dinâmica do sistema quando submetido à cargas periódicas. Baseando-se nestas respostas mostra-se o papel da variação de cada parâmetro da equação na resposta não linear e linear da torre eólica. ______________________________________________________________________________ ABSTRACT
In this paper we study the dynamic behaviour of wind turbine towers using the Euler- Bernoulli theory of coupled tower-turbine. The body of the tower is considered a uniform metallic structure, such as an embedded beam of circular cross section whose moment of inertia is constant. The wind turbine, comprising the turbine blades, rotor and nascele, is regarded as a mass attached to the end of the tower and subject to dynamic loading. The nonlinear analysis is performed taking into account the coupling of wind tower and turbine. It was deduced a nonlinear equation to model the behaviour of the wind tower based on Hamilton's variational method where periodic loads are applied at the end of the wind tower. It is shown the variation of the normal modes of vibration associated with the mass of the turbine. The partial differential nonlinear equation obtained was transformed into a system of second order in time equations by the Galerkin discretization method. The equations obtained in the solution of the dynamic system, wind turbine tower are used to study the dynamic response of the system when subjected to periodic loads. Based on these responses one shows the role of variation of each parameter of the equation in the nonlinear and linear response of wind tower.
Perdomo-Torres, Jorge F. [Verfasser]. « Garantenpflichten aus Vertrautheit. / Jorge F. Perdomo-Torres ». Berlin : Duncker & ; Humblot, 2011. http://d-nb.info/1238353886/34.
Texte intégralSharp, Nonie. « Stars of Tagai : the Torres Strait islanders / ». Canberra : Aboriginal studies press, 1993. http://catalogue.bnf.fr/ark:/12148/cb374246858.
Texte intégralBibliogr. p. 283-300. Notes bibliogr. Glossaire. Index.
Martínez, Mata Emilio. « Los "Suenos" de Diego de Torres Villarroel / ». Salamanca : Universidad de Salamanca, 1990. http://catalogue.bnf.fr/ark:/12148/cb37523389r.
Texte intégralAlexandre, Philippe. « Modélisation numérique de l'évolution du lit des torrents ». Université Joseph Fourier (Grenoble), 1997. http://www.theses.fr/1997GRE10240.
Texte intégralArthur, William Stewart, et William Arthur@anu edu au. « Torres Strait Islanders and Autonomy : a Borderline Case ». The Australian National University. Crawford School of Economics and Government, 2006. http://thesis.anu.edu.au./public/adt-ANU20070612.114556.
Texte intégralCardoso, Eduardo Mattos. « A invenção de Torres : do Balneário Picoral à criação da Sociedade Amigos da Praia de Torres - SAPT (1910-1950) ». Universidade do Vale do Rio do Sinos, 2008. http://www.repositorio.jesuita.org.br/handle/UNISINOS/2570.
Texte intégralBolsa para curso e programa de Pós Graduação
Esta pesquisa identifica e analisa os fatores que condicionaram as transformações referentes a organização social, cultural, econômica e espacial, pelas quais passou o município de Torres, entre as décadas de 1910 e 1950, principal balneário de destino da elite porto-alegrense, através dos diferentes recursos simbólicos que os grupos sociais estabelecem com o espaço da praia. Para isso, descreve a elevação do cenário a partir do olhar do viajante durante séculos, pois a invenção da praia de Torres parte de suas belezas naturais e localização geográfica, paralelo a transformação do litoral em praia, que ao seguir o modelo europeu, percebe a praia primeiro como espaço terapêutico e depois como local destinado ao lazer e a distinção social, proporcionados pelos tempos livres. É a construção de um novo olhar sobre a praia, a invenção social da natureza através da interpenetração entre natureza e cultura (e sua apropriação) que resultará em poder social e que vai dar a praia de Torres outros significados a partir
This research identifies and analyzes the factors that conditioned social, cultural, economic and spatial organization transformations occurred from the 1910 to the 1950 decades in Torres, Porto Alegre elite members’ main beach resort. This analysis focuses on the different symbolic resources established by the social groups within the beach space. A description of the scenario elevation is made by considering the traveler’s view along the centuries – since the invention of the Torres beach starts from its natural beauties and geographic location and parallels to the transformation of the coast in a beach that follows the European model, which considers the beach firstly as a therapeutic space and then as a leisure and social distinction place provided by the free times. It is the establishment of a new view regarding the beach, the social invention of nature through the interpenetration between nature and culture (and its appropriation) which will result in social power. Besides, it will give Torres beach ot
McLeod, Abby. « Towards an understanding of musical variation in Torres Strait : an analysis of songs performed by two Torres Strait Islander singers / ». Title page, contents and conclusion only, 1996. http://web4.library.adelaide.edu.au/theses/09MUB/09mubm165.pdf.
Texte intégralA loose leaved appendix of Transcriptions in back pocket (31 leaves). Includes bibliographical references (leaves 69-71).
Bezděk, David. « Monitorování peerů sdílejících torrenty ». Master's thesis, Vysoké učení technické v Brně. Fakulta informačních technologií, 2018. http://www.nusl.cz/ntk/nusl-385986.
Texte intégralBallandras, Stéphane. « Contribution à l'étude de la torrentialité alpine : stratigraphies, morphodynamique, paléoenvironnements ». Chambéry, 1997. http://www.theses.fr/1997CHAMLA01.
Texte intégralLiébault, Frédéric Clément Pierre Piégay Hervé. « Les rivières torrentielles des montagnes drômoises évolution contemporaine et fonctionnement géomorphologique actuel (massifs du Diois et des Baronnies) / ». Lyon : Université Lumière Lyon 2, 2003. http://demeter.univ-lyon2.fr:8080/sdx/theses/lyon2/2003/liebault_f.
Texte intégralFeijÃ, Bruno Pinho. « OtimizaÃÃo de torres de aÃo para geradores eÃlicos ». Universidade Federal do CearÃ, 2010. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=9404.
Texte intégralFundaÃÃo Cearense de Apoio ao Desenvolvimento Cientifico e TecnolÃgico
Diversas formas de geraÃÃo de energia vÃm sendo desenvolvidas com o intuito de oferecer alternativas ecologicamente corretas. Na regiÃo Nordeste do Brasil e principalmente no Estado do CearÃ, a energia eÃlica vem se destacando devido ao grande potencial dos ventos da regiÃo. Para aumentar a potÃncia gerada, torres cada vez mais altas tÃm sido usadas em busca de ventos mais fortes. Vale ressaltar que o custo das torres, geralmente fabricados em aÃo, representa parcela importante (20 a 30%) do custo total do sistema de geraÃÃo eÃlico. Este trabalho apresenta duas formulaÃÃes para a otimizaÃÃo do projeto de torres tubulares para geradores eÃlicos de aÃo. A primeira considera uma torre de aÃo cilÃndrica prismÃtica, onde foi modelada segundo a teoria de viga clÃssica de Euler-Bernoulli. A segunda formulaÃÃo considera uma torre, composta de segmentos de troncos de cone, onde foram utilizados para anÃlise por elementos finitos clÃssicos de pÃrtico plano. As variÃveis de projeto que definem as estruturas sÃo os diÃmetros representativos dos segmentos e as suas espessuras. Na torre cilÃndrica este diÃmetro à Ãnico. O custo mÃnimo à procurado minimizando-se o peso da torre. As restriÃÃes dizem respeito ao comportamento estrutural (rigidez, resistÃncia e estabilidade de acordo com recomendaÃÃes de normas) e ao processo de fabricaÃÃo e transporte. O processo de fabricaÃÃo confere aos diÃmetros representativos de cada segmento uma natureza contÃnua, e em conseqÃÃncia da disponibilidade comercial, as espessuras das chapas possuem natureza discreta. As restriÃÃes relativas à verificaÃÃo da seguranÃa segundo as normas apresentam pontos com descontinuidades nas funÃÃes e nas suas derivadas. Estes dois aspectos, que dificultam a soluÃÃo do problema pelos mÃtodos clÃssicos de ProgramaÃÃo MatemÃtica, tÃm sido adequadamente tratados por algoritmos baseados na simulaÃÃo do processo de evoluÃÃo de Darwin e em princÃpios da genÃtica, os chamados Algoritmos GenÃticos (AGâs). Assim, algumas aplicaÃÃes da formulaÃÃo sÃo feitas e soluÃÃes sÃo obtidas usando AGâs. Os resultados obtidos sÃo comparados com soluÃÃes da literatura e soluÃÃes Ãtimas sÃo verificadas por meios de modelos de elementos finitos de cascas usando o software ABAQUS.
Different forms of energy generation have been developed with the intention of offering environmentally friendly alternatives. In the Northeast region of Brazil and especially in the state of CearÃ, wind energy has been increasing due to the large potential of wind in the region. To increase the power, increasingly high towers have been used to capture stronger winds. It is noteworthy that the cost of towers, generally made of steel, represents significant portion (20-30%) of the total wind power generation system costs. This work presents two approaches for optimizing the design of tubular towers for wind steel generators. The first considers a prismatic cylindrical steel tower, which is modeled by means of the classical Euler-Bernoulliâs beam theory. The second formulation considers a tower composed of segments of the trunks of cone. The analysis was run by finite element analysis. The design variables that define the structures are the diameters of representative segments and their thicknesses. In the prismatic cylindrical tower, this diameter is unique. The minimum cost is searched by minimizing the weight of the tower. Constraints related to the structural behavior (stiffness, strength and stability in accordance with recommendations of standards) and the manufacturing process and transportation are considered. The manufacturing process gives the diameters of each segment representing a continuous nature, and as a result of commercial availability, the thicknesses of the plates have a discrete nature. The constraints to ensure the safety of the structure followed the standards recommendations. They presented discontinuities in their functions and their derivatives. The discrete nature and the discontinuities hinder the solution of the problem by classical methods of mathematical programming. So, they had been adequately addressed by algorithms based on simulation of the process of Darwinian evolution and principles of genetics, called Genetic Algorithms (GA). Thus, some applications of the formulation are made and solutions are obtained using GAâs. The results are compared with solutions from literature, and the optimum solutions obtained are verified by shell finite elements models using the software ABAQUS.
Gama, Paulo Vitor Calmon Nogueira da. « Contribuições ao dimensionamento de torres eólicas de concreto ». Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-19072016-085023/.
Texte intégralThe work is dedicated to the study of prestressed wind towers of concrete, in order to promote discussion on the design criteria, highly relevant topic today. For this purpose, it was considered a wind tower 100 m high provided with 5 MW turbine, whose actions were obtained from the literature. The wind loading along the tower was treated as static equivalent in accordance with design codes, through a simplified way for the adoption of a design speed equivalent to that incident on the rotor. Based on the literature, only the most critical conditions were adopted in the design. The combinations between loads and partial safety factors were outlined by the limit states method, which is widespread in design standards. The forces and displacements in the tower were obtained by the finite element method with discretization in frame elements, through material and geometric nonlinearities. This was done through coupling of a commercial finite element program with algorithm developed in MATLAB language, which defines both the various geometries of each element along the tower (variable section), and obtains for each: prestressing reinforcement from recalculated prestressing losses, the moment-curvature-normal diagram, and the stepped longitudinal passive reinforcement that is optimized during the design process. For the shear strength of the annular sections, a model that showed good agreement with the experimental results obtained in the literature was proposed. In addition to conventional concrete, the state-of-the art of ultra-high performance fiber reinforced concrete, UHPFRC, is discussed, dealing on its historical development, composition, different types, mechanical properties, applications, recommendations for design and simplifications adopted on its use in wind towers. At the end were performed parametric analyzes of the geometry and the concrete class for two types of towers: frustoconical and with parabolic variation. One of the main conclusions is that the optimization of passive steel area occurs systematically to the lower natural frequency towers, making it essential to use a nonlinear model for proper design. Moreover, the towers obtained were compared with the total material cost, having noticed that most economical towers had parabolic variation for the constraints here imposed. This allowed the assessment of an initial value for which the use of UHPFRC in wind turbine towers would be competitive.
Rieländer, Klaus. « Fernsehen der australischen Aborigines und Torres Strait Islanders / ». Bonn : Holos, 1993. http://catalogue.bnf.fr/ark:/12148/cb374501668.
Texte intégralFeijó, Bruno Pinho. « Otimização de torres de aço para geradores eólicos ». reponame:Repositório Institucional da UFC, 2010. http://www.repositorio.ufc.br/handle/riufc/4745.
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Different forms of energy generation have been developed with the intention of offering environmentally friendly alternatives. In the Northeast region of Brazil and especially in the state of Ceará, wind energy has been increasing due to the large potential of wind in the region. To increase the power, increasingly high towers have been used to capture stronger winds. It is noteworthy that the cost of towers, generally made of steel, represents significant portion (20-30%) of the total wind power generation system costs. This work presents two approaches for optimizing the design of tubular towers for wind steel generators. The first considers a prismatic cylindrical steel tower, which is modeled by means of the classical Euler-Bernoulli’s beam theory. The second formulation considers a tower composed of segments of the trunks of cone. The analysis was run by finite element analysis. The design variables that define the structures are the diameters of representative segments and their thicknesses. In the prismatic cylindrical tower, this diameter is unique. The minimum cost is searched by minimizing the weight of the tower. Constraints related to the structural behavior (stiffness, strength and stability in accordance with recommendations of standards) and the manufacturing process and transportation are considered. The manufacturing process gives the diameters of each segment representing a continuous nature, and as a result of commercial availability, the thicknesses of the plates have a discrete nature. The constraints to ensure the safety of the structure followed the standards recommendations. They presented discontinuities in their functions and their derivatives. The discrete nature and the discontinuities hinder the solution of the problem by classical methods of mathematical programming. So, they had been adequately addressed by algorithms based on simulation of the process of Darwinian evolution and principles of genetics, called Genetic Algorithms (GA). Thus, some applications of the formulation are made and solutions are obtained using GA’s. The results are compared with solutions from literature, and the optimum solutions obtained are verified by shell finite elements models using the software ABAQUS.
Diversas formas de geração de energia vêm sendo desenvolvidas com o intuito de oferecer alternativas ecologicamente corretas. Na região Nordeste do Brasil e principalmente no Estado do Ceará, a energia eólica vem se destacando devido ao grande potencial dos ventos da região. Para aumentar a potência gerada, torres cada vez mais altas têm sido usadas em busca de ventos mais fortes. Vale ressaltar que o custo das torres, geralmente fabricados em aço, representa parcela importante (20 a 30%) do custo total do sistema de geração eólico. Este trabalho apresenta duas formulações para a otimização do projeto de torres tubulares para geradores eólicos de aço. A primeira considera uma torre de aço cilíndrica prismática, onde foi modelada segundo a teoria de viga clássica de Euler-Bernoulli. A segunda formulação considera uma torre, composta de segmentos de troncos de cone, onde foram utilizados para análise por elementos finitos clássicos de pórtico plano. As variáveis de projeto que definem as estruturas são os diâmetros representativos dos segmentos e as suas espessuras. Na torre cilíndrica este diâmetro é único. O custo mínimo é procurado minimizando-se o peso da torre. As restrições dizem respeito ao comportamento estrutural (rigidez, resistência e estabilidade de acordo com recomendações de normas) e ao processo de fabricação e transporte. O processo de fabricação confere aos diâmetros representativos de cada segmento uma natureza contínua, e em conseqüência da disponibilidade comercial, as espessuras das chapas possuem natureza discreta. As restrições relativas à verificação da segurança segundo as normas apresentam pontos com descontinuidades nas funções e nas suas derivadas. Estes dois aspectos, que dificultam a solução do problema pelos métodos clássicos de Programação Matemática, têm sido adequadamente tratados por algoritmos baseados na simulação do processo de evolução de Darwin e em princípios da genética, os chamados Algoritmos Genéticos (AG’s). Assim, algumas aplicações da formulação são feitas e soluções são obtidas usando AG’s. Os resultados obtidos são comparados com soluções da literatura e soluções ótimas são verificadas por meios de modelos de elementos finitos de cascas usando o software ABAQUS.
Pitt, George Henry. « The Indigenous history and colonial politics of Torres Strait : contesting culture and resources from 1867 to 1990 ». Thesis, Curtin University, 2005. http://hdl.handle.net/20.500.11937/1165.
Texte intégralMoyano, Pérez María José. « Diseño de Torres de Neutralización para Instalaciones de Cloración ». Tesis, Universidad de Chile, 2008. http://repositorio.uchile.cl/handle/2250/103151.
Texte intégralClarke, Sharyn Beth. « The creation of the Torrens : a history of Adelaide’s river to 1881 ». Thesis, 2005. http://hdl.handle.net/2440/70153.
Texte intégralThesis (M.A.) -- University of Adelaide, School of History and Politics, 2005
WANG, ZI-YUE, et 王子岳. « A Study on the Damage Compensation System of Land Registry in Taiwan and Australia Torrens ». Thesis, 2019. http://ndltd.ncl.edu.tw/handle/5m4u7j.
Texte intégral逢甲大學
土地管理學系
107
Taiwan land registration system is a land registration system established after inheriting the spirit of the German rights registration system and the connotation of the Australian Toulouse land registration system. This not only fills the damage caused by land registration in the German rights registration system, but also strengthens the mandatory nature of the Torrens land registration system. Among them, the most important mechanism introduced is the damage compensation for the land registration system in Torrens, Australia. When there are other problems caused by land registration errors, omissions, etc., causing damage to the right holder, if the damage can be attributed to the registrant or the registration authority, the state will first compensate for the damage. If it is attributable to the registrar, the State has recourse to the registrar. However, no matter whether it is a light or heavy punishment, there is no small pressure on the registered personnel, because the registration of the official duties is in accordance with the legal procedures, but it is responsible for the burden of compensation, which leads to the flow of land registration personnel. In contrast, in the Australian Torrens system, in order to take into account the interests of the people and the protection of registered personnel, the Torrens Guarantee Fund has been specially set up to specifically compensate for all registration damages, reducing the pressure on the registration personnel to make the land registration process smoother and faster. It will not let the people claim nowhere in the process of being damaged by the registration process. The purpose of this study is to explore the origin and connotation of damage compensation for the Torens land registration system in Australia, and to understand the damage compensation for land registration and the protection of various land rights in the Torrens system, and then to explore the land registration damage in Taiwan. The solution to the problem of liability.