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Modelling the behaviour of a large span glulam arch of Atlântico pavillion

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dc.contributor.author Henriques, M. J. pt_BR
dc.contributor.author Mateus, P. B. pt_BR
dc.contributor.author Palma, P. pt_BR
dc.contributor.author Cruz, H. pt_BR
dc.date.accessioned 2009-11-25T16:28:22Z pt_BR
dc.date.accessioned 2010-04-22T16:56:47Z pt_BR
dc.date.accessioned 2014-10-09T14:54:38Z pt_BR
dc.date.accessioned 2017-04-13T09:08:55Z
dc.date.available 2009-11-25T16:28:22Z pt_BR
dc.date.available 2010-04-22T16:56:47Z pt_BR
dc.date.available 2014-10-09T14:54:38Z pt_BR
dc.date.available 2017-04-13T09:08:55Z
dc.date.issued 2008 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/17345
dc.description.abstract Atlântico Pavilion, designed for the world fair Expo’98 in Lisbon, is a multi-purpose hall created to receive an audience up to 16,500 people. It is a remarkable structure. From the outside it resembles a futuristic spaceship. But it is the inner timber roof structure which turns it in one of the most emblematic buildings of its kind. The Pavilion has one of the largest glued laminated timber (glulam) structures in the world, with a maximum of 114 m span. This structure supports the arched roof and it is fixed to the concrete foundations by means of pinned joints. Since 2000 the National Laboratory for Civil Engineering is responsible for following up the glulam structure. The monitoring includes: periodic visual inspections and measurements of wood moisture content, continuous measurements of standard environmental conditions relevant to the structure, and the determination of horizontal and vertical displacements by geodetic surveying methods. Vertical displacements of one of the arches, function of the influence of several parameters, are modelled. The model is calibrated using data from previous measurement campaigns. The paper describes the Pavilion glulam structure and the monitoring system and presents the results, as well as the numerical models for describing environmental conditions and vertical displacements. These models fit well the historical behaviour of the studied arch. Measured displacements closely follow a pattern that can be described as a function of environmental conditions (temperature and relative humidity) and age of the structure, thus suggesting the strong influence of these variables and the absence of materials degradation or structural instability phenomena so far. pt_BR
dc.format.extent 36208 bytes pt_BR
dc.format.mimetype application/pdf pt_BR
dc.language.iso eng pt_BR
dc.rights openAccess pt_BR
dc.subject Glued laminated timber pt_BR
dc.subject Glulam pt_BR
dc.subject Span glulam arch pt_BR
dc.subject Structures pt_BR
dc.title Modelling the behaviour of a large span glulam arch of Atlântico pavillion pt_BR
dc.type conferenceObject pt_BR
dc.description.figures 19 pt_BR
dc.description.tables 3 pt_BR
dc.description.pages 11p pt_BR
dc.identifier.seminario 13th FIG Symposium on Deformation Measurement and Analysis, 4th Symposium on Geodesy for Geotechnical and Structural Engineering pt_BR
dc.identifier.local Lisboa pt_BR
dc.identifier.localizacao 6M2 pt_BR
dc.description.sector DE/NEM pt_BR
dc.name.label Estruturas de Madeira pt_BR
dc.identifier.proc 0303/11/16230 pt_BR
dc.description.year 2008 pt_BR
dc.description.data 12 a 15 de Maio pt_BR


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