Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/8275
Full metadata record
DC FieldValueLanguage
dc.contributor.authorVarum, H.pt
dc.contributor.authorFernandes, C.pt
dc.date.accessioned2012-04-23T14:15:52Z-
dc.date.available2012-04-23T14:15:52Z-
dc.date.issued2005-
dc.identifier.urihttp://hdl.handle.net/10773/8275-
dc.description.abstractThis paper presents a structural vulnerability assessment of the steel bridge S. João de Loure. A structural model of the bridge was created and the influence of the joint’s stiffness on its structural response was evaluated using the structural analysis software SAP2000. Natural frequencies, axial forces and corresponding stress, and maximum mid-span deflection, were analyzed. A common strengthening solution with prestressing cables was studied intending to reduce the bridge’s mid-span deflection.pt
dc.language.isoengpt
dc.rightsopenAccesspor
dc.subjectbridge assessmentpt
dc.subjectstructural vulnerabilitypt
dc.subjectstrengthening solutionpt
dc.titleS. João de Loure Bridge: vulnerability assessment and study of a common strengthening solutionpt
dc.typeconferenceObjectpt
dc.peerreviewedyespt
ua.publicationstatuspublishedpt
ua.event.date20-24 junho, 2005pt
ua.event.typeconferencept
degois.publication.titleMBAC 2005: First Munich Bridge Assessment Conference-
Appears in Collections:DECivil - Comunicações

Files in This Item:
File Description SizeFormat 
I_016.pdf554.25 kBAdobe PDFView/Open


FacebookTwitterLinkedIn
Formato BibTex MendeleyEndnote Degois 

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.