992 resultados para Historic buildings


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[ES] Para más información véase el trabajo LDGP_mem_003-2: "Estudio topográfico de las deformaciones del conjunto arquitectónico de la iglesia de Nuestra Señora de la Blanca (Agoncillo, La Rioja) [Julio 2007 – Octubre 2009]", http://hdl.handle.net/10810/7050

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[ES] La documentación contenida en este registro ha servido de base para los siguientes documentos:

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[ES] Este proyecto contiene información obtenida en el siguiente trabajo de documentación geométrica de un elemento patrimonial:

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[ES] La documentación contenida en este registro ha servido de base para el siguiente proyecto fin de carrera:

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[ES] Los modelos virtuales de edificios hist??ricos u otros elementos patrimoniales cuentan con una gran variedad de aplicaciones relacionadas, sobre todo, con la difusi??n y multimedia. Aunque en muchas ocasiones se trata de productos eminentemente inform??ticos en los que la componente geom??trica y, por lo tanto topogr??fica, es muy limitada, existen aplicaciones, como los estudios hist??ricos, en los cuales, es necesario que estos modelos representen fielmente la geometr??a y las texturas. En estos casos, los modelos pueden considerarse como productos cartogr??ficos. A continuaci??n se hace una recapitulaci??n de las conclusiones a las que hemos llegado durante los ??ltimos dos a??os despu??s de haber desarrollado una veintena de proyectos en este campo.

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The north-south line in Amsterdam is being built underneath the historic centre of the city. Three deep stations are being constructed in deep excavations supported by diaphragm walls. During the excavation for Vijzelgracht station, leakage through the wall resulted in large settlements and damage to historic buildings, which threatened continuation of the project. The authors analysed the cause of the leakage and the damage to the buildings. With the application of robust preventative measures at two of the deep excavations it was possible to continue the project. This paper reports on the cause of the events, the damage to the buildings and the counter-measures taken. It includes lessons learned for the project and for the foundations industry.

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The Mw= 7.2 Haiti earthquake of 12th January 2010 caused extensive damage to buildings and other infrastructure in the epicentral region in and around Port-au-Prince. The Earthquake Engineering Field Investigation Team (EEFIT), which is based in the United Kingdom, organised a field mission to Haiti with the authors as the team members. The paper presents the geotechnical findings of the team including those relating to soil liquefaction and lateral spreading and discusses the performance of buildings, including historic buildings, and bridges. Unprecedented use was made of damage assessments made from remote images (i. e. images taken from satellites and aircraft) when planning the post-earthquake relief effort in Haiti and a principal objective of the team was to evaluate the accuracy of such assessments. Accordingly, 142 buildings in Port-au-Prince were inspected in the field by the EEFIT team; damage assessments had previously been made using remote images for all these buildings. On the basis of this survey, the tendency of remote assessments to underestimate damage was confirmed; it was found that the underestimate applied to assessments based on oblique images using the relatively new technique of Pictometry, as well as those based on vertical images, although to a lesser degree. The paper also discusses the distribution of damage in Port-au-Prince, which was found to be strongly clustered in ways that appear not to have been completely explained. © 2012 Springer Science+Business Media B.V.

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One of the main causes of failure of historic buildings is represented by the differential settlements of foundations. Finite element analysis provides a useful tool for predicting the consequences of given ground displacements in terms of structural damage and also assesses the need of strengthening techniques. The actual damage classification for buildings subject to settlement bases the assessment of the potential damage on the expected crack pattern of the structure. In this paper, the correlation between the physical description of the damage in terms of crack width and the interpretation of the finite element analysis output is analyzed. Different discrete and continuum crack models are applied to simulate an experiment carried on a scale model of a masonry historical building, the Loggia Palace in Brescia (Italy). Results are discussed and a modified version of the fixed total strain smeared crack model is evaluated, in order to solve the problem related to the calculation of the exact crack width.

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Computer equipment, once viewed as leading edge, is quickly condemned as obsolete and banished to basement store rooms or rubbish bins. The magpie instincts of some of the academics and technicians at the University of Greenwich, London, preserved some such relics in cluttered offices and garages to the dismay of colleagues and partners. When the University moved into its new campus in the historic buildings of the Old Royal Naval College in the center of Greenwich, corridor space in King William Court provided an opportunity to display some of this equipment so that students could see these objects and gain a more vivid appreciation of their subject's history.

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In the early 19th century the requirement for clear span industrial buildings brought about the development of a variety of timber truss types. The Belfast truss was introduced circa 1860 to meet the demand for efficient wide span industrial buildings. It has essentially a bow-string configuration with a curved top chord, straight horizontal bottom chord and close-spaced lattice web. Several thousand still exist in Ireland, many in buildings of historic significance. This paper sets out to demonstrate the efficiency of the Belfast truss and to show that, by modern structural design criteria, the concept, member sizes and joint details were well chosen. Trusses in historic buildings can be replicated almost exactly as originally fabricated. Results of a theoretical study are compared with the experimental behaviour of two full-scale trusses: one a replacement truss, tested in the laboratory; the other an 80-year-old truss tested on site. In addition, experimental results from a manufacturers archive material of full-scale truss tests carried out about 100 years ago are compared with theoretical models. As well as considering their significance in building conservation the paper proposes that Belfast trusses are an attractive sustainable alternative to other roof structures. The analysis, design, fabrication and testing of trusses have resulted in a better understanding of their behaviour which is not only of historic interest and fundamental to the repair/restoration of existing trusses, but also relevant to the design of modern timber trusses and the promotion of a sustainable form of roof construction.

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O presente relatório refere-se ao Programa de Estágio elaborado na empresa Teprocil, Lda, no âmbito da unidade curricular Dissertação / Projeto /Estágio (DIPRE) do 2º ano do Mestrado em Engenharia Civil – Ramo de Construções, para obtenção do grau de Mestre em Engenharia Civil do Instituto Superior de Engenharia do Porto. O tema do estágio incidiu sobre a Reabilitação de Edifícios, uma vez que este é também o âmbito de trabalho da empresa de acolhimento. Numa primeira fase, o relatório destinou-se a descrever e identificar os trabalhos realizados pelo estagiário no âmbito do Programa de Estágio. Numa segunda fase, procurou-se pesquisar e estudar acerca do parque habitacional português, incentivos e programas de Reabilitação Urbana e de Edifícios, tanto a nível nacional como ao nível local, no caso da cidade do Porto. Posteriormente refere-se e apresenta-se todo o trabalho desenvolvido acerca de dois casos de estudo, ambos para a reabilitação de edifícios antigos (finais do séc. XIX) sitos na Baixa do Porto. Finalmente são apresentadas algumas considerações e conclusões finais acerca do trabalho realizado.

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The Lincoln County Historical Council began meeting December 17,1960 under the advisement of the Publicity, Planning and Development Committee of Lincoln County. The group was composed of three members appointed from each of the four existing historical societies: one member appointed from the executive of the Women’s Institute, one member from Lincoln County Council, the Deputy-Clerk and Treasurer of the County and a member from the Niagara Editorial Bureau. The Welland County Historical Council was soon formed after this along the same lines. In the early 1960’s the Lincoln and Welland County historical councils began work on an inventory of historic buildings with the intent to emphasize the historical significance of this area. The information gathered by volunteers and a professional photographer and an architect was used to present a “brief” to the federal government in 1962 and the provincial government in 1963. This brief, An Area of Historical Interest in the Counties of Lincoln and Welland, Ontario was published in 1962 and revised and distributed to schools and libraries in the area in 1965. The Ontario Buildings Inventory Project became a provincial initiative spearheaded by the Department of Public Records and Archives, a branch of the Department of Tourism and Information, ca. 1966. Volunteers collected and photographed buildings of historical interest in Lincoln and Welland counties. This information was recorded on standardized survey forms for every township in the Niagara region. Niagara Regional Historical Council was created with the merger of Lincoln County Historical Council and Welland County Historical Council, at the time of the formation of Niagara Regional Government in 1970. The first meeting of the new council was held January 1970.

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The County of Lincoln dates back to 1798, when the first Lincoln County was formed. It was comprised of the townships of Clinton, Grimsby, Saltfleet, Barton, Ancaster, Glanford, Binbrook,Gainsborough, Caistor, Newark (Niagara),Grantham, Louth, Stamford, Thorold, Pelham, Bertie, Willoughby, Crowland, Humberstone and Wainfleet. The County boundaries were revised over the years, and the formation of Welland County in 1856 left only 7 townships in Lincoln County (Niagara, Grantham, Louth, Clinton, Gainsborough, Caistor and Grimsby). A County Council was also established at this time, which consisted of a Clerk, Warden, and a representative from each township. In 1862, the County Seat was moved from Niagara-on-the-Lake to St. Catharines. In 1970, Lincoln and Welland Counties were amalgamated to form the Regional Municipality of Niagara.

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Battlefield House was originally the home of Mary Gage, a widow who arrived in Canada with 2 children after her husband was killed in action in the American Revolution in 1777. The original house was a log cabin which was replaced by a storey and a half frame house. Col. Nelson was the next owner of the house, and in the middle of the 19th century he raised the roof to make it a 2 storey house and added a large west wing. Successive owners: the Glover, Williams and Fisher families made a few changes to the house. The last owner was D.A. Fletcher who tore down the newer, western half of the building in 1895. In 1899, Mrs. John Calder, a granddaughter of James Gage formed the Women’s Wentworth Historical Society and raised enough money to buy the Gage Farmhouse and the land around it on which the Battle of Stoney Creek was fought. In 1910 this group purchased another 13 acres of the original Crown Grant and made 17 ½ acres of parkland open to the public. The women of the Society renovated and furnished the house. They maintained the building for 63 years. It was due to them that a monument was erected above the house by the Dominion Government. The monument was unveiled on the 100th anniversary of the Battle, June 6, 1913. The house was turned over by the Historical Society to The Niagara Parks Commission on January 19th, 1962. Source: Battlefield House Flyer, information provided by Mrs. E.B. Thompson, past president of the Women’s Wentworth Historical Society.

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Dans un contexte de globalisation et de profusion des discours identitaires, la thèse examine le concept d’identité, ses définitions et ses usages dans les débats et les pratiques de la ville, de l’architecture et du patrimoine. Les interventions sur un bâtiment historique révèlent autant le rapport identitaire de la société avec son histoire que celui avec le monde contemporain. La recherche traite de concours d’architecture dans deux villes canadiennes qui aspirent à se positionner à l’échelle internationale, l’une focalisant sur l’aspect contemporain global et l’autre sur l’aspect historique et local. L’objectif de la recherche est d’une part de contribuer au dévoilement du processus de construction identitaire des villes contemporaines à travers les projets d’architecture. D’autre part, il s’agit d’analyser le processus d’identification et l’identité architecturale dans son rapport à l’histoire et à la contemporanéité dans la pratique au sein de bâtiments historiques. La ville devient un objet de communication, qui use de marketing urbain, pour augmenter sa visibilité. L’architecture devient un moyen de communication utilisé pour transmettre une identité visuelle. La méthodologie combine l’analyse des discours, ainsi que l’analyse de l’architecture et de sa représentation. Le choix du concours du Centre d'accueil et d'interprétation de la Place-Royale à Québec (1996) et de l’agrandissement du Musée royal d’Ontario (2001) à Toronto permet d’appréhender les différentes facettes du concept d’identité et de révéler les enjeux locaux et internationaux. Le fait qu’il s’agisse de concours donne accès à un corpus de discours qui comprend les programmes, les politiques de la ville, les présentations des architectes et la réception. L’histoire de chaque concours ainsi que l’analyse sémantique des discours de la commande éclairent le rapport entre les processus et les intentions et permettent de mettre en lumière les enjeux locaux. L’analyse des discours textuels et visuels des architectes dévoile le processus d’identification des projets, les différents types de référents impliqués ainsi que les stratégies de communication employées. L’analyse des projets rend compte des caractéristiques de l’identité de l’architecture contemporaine et son rapport avec le patrimoine. La recherche dévoile l’importance des discours et de la communication dans la construction identitaire des villes en amont des concours ainsi que le débat sociétal que la question pose. Durant le processus d’identification architecturale, le biais induit par la commande amène une emphase et une surenchère des discours historiques par les architectes dans le cas de Québec. Les projets proposés misent sur une mise en scène de la ville historique et du patrimoine et focalisent sur l’expérience visuelle des visiteurs. Dans le cas de Toronto, l’intérêt pour l’aspect global et spectaculaire dans la construction identitaire de la ville en amont du concours, génère un engouement pour une représentation attractive des projets et pour une architecture iconique.