Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/17345
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dc.contributor.authorHenriques, M. J.pt_BR
dc.contributor.authorMateus, P. B.pt_BR
dc.contributor.authorPalma, P.pt_BR
dc.contributor.authorCruz, H.pt_BR
dc.date.accessioned2009-11-25T16:28:22Zpt_BR
dc.date.accessioned2010-04-22T16:56:47Zpt_BR
dc.date.accessioned2014-10-09T14:54:38Zpt_BR
dc.date.accessioned2017-04-13T09:08:55Z-
dc.date.available2009-11-25T16:28:22Zpt_BR
dc.date.available2010-04-22T16:56:47Zpt_BR
dc.date.available2014-10-09T14:54:38Zpt_BR
dc.date.available2017-04-13T09:08:55Z-
dc.date.issued2008pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/17345-
dc.description.abstractAtlântico 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.extent36208 bytespt_BR
dc.format.mimetypeapplication/pdfpt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectGlued laminated timberpt_BR
dc.subjectGlulampt_BR
dc.subjectSpan glulam archpt_BR
dc.subjectStructurespt_BR
dc.titleModelling the behaviour of a large span glulam arch of Atlântico pavillionpt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures19pt_BR
dc.description.tables3pt_BR
dc.description.pages11ppt_BR
dc.identifier.seminario13th FIG Symposium on Deformation Measurement and Analysis, 4th Symposium on Geodesy for Geotechnical and Structural Engineeringpt_BR
dc.identifier.localLisboapt_BR
dc.identifier.localizacao6M2pt_BR
dc.description.sectorDE/NEMpt_BR
dc.name.labelEstruturas de Madeirapt_BR
dc.identifier.proc0303/11/16230pt_BR
dc.description.year2008pt_BR
dc.description.data12 a 15 de Maiopt_BR
Appears in Collections:DE/NCE - Comunicações a congressos e artigos de revista

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