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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.contributor.editor M.J. Henriques pt_BR
dc.date.accessioned 2009-10-14T11:29:13Z pt_BR
dc.date.accessioned 2010-04-21T09:00:21Z pt_BR
dc.date.accessioned 2014-10-09T13:51:25Z pt_BR
dc.date.accessioned 2016-06-23T12:20:08Z
dc.date.available 2009-10-14T11:29:13Z pt_BR
dc.date.available 2010-04-21T09:00:21Z pt_BR
dc.date.available 2014-10-09T13:51:25Z pt_BR
dc.date.available 2016-06-23T12:20:08Z
dc.date.issued 2008-05-12 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/17023
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 1029270 bytes pt_BR
dc.format.mimetype application/pdf pt_BR
dc.language.iso eng pt_BR
dc.publisher LNEC pt_BR
dc.rights openAccess pt_BR
dc.subject Monitorização pt_BR
dc.subject Geodesia pt_BR
dc.subject Deslocamento pt_BR
dc.subject Glulam pt_BR
dc.subject Modelação pt_BR
dc.title Modelling the behaviour of a large span glulam arch of Atlântico pavillion pt_BR
dc.type conferenceObject pt_BR
dc.identifier.localedicao Lisboa pt_BR
dc.description.figures 19 pt_BR
dc.description.tables 3 pt_BR
dc.description.pages 11 pt_BR
dc.identifier.seminario Internacional FIG/IAG Symposium "Measuring the Changes" pt_BR
dc.identifier.local Lisboa pt_BR
dc.description.sector DBB/NGA pt_BR
dc.description.year 2008 pt_BR
dc.description.data 12 a 15 de Maio pt_BR


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