Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/91957
Full metadata record
DC FieldValueLanguage
dc.creatorXavier Romão
dc.creatorRaimundo Delgado
dc.creatorAníbal Costa
dc.date.accessioned2019-01-31T15:11:49Z-
dc.date.available2019-01-31T15:11:49Z-
dc.date.issued2011
dc.identifier.issn1363-2469
dc.identifier.othersigarra:64010
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/91957-
dc.description.abstractMany existing probabilistic seismic safety assessment studies assume that structural demand conditionalto a seismic intensity follows a lognormal distribution. Based on the analysis of five reinforcedconcrete structures subjected to real earthquake records scaled to several intensities, an in-depthanalysis of this assumption is performed using adequate statistical methods. The considered demandparameters are the chord rotation, curvature, shear force, and inter-story drift. The results foundindicate that the lognormal distribution is suitable for the probabilistic modeling of the considereddemand parameters. In addition, the normal distribution was also found suitable for the shear forcedemand.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectEngenharia estrutural, Engenharia civil
dc.subjectStructural engineering, Civil engineering
dc.titleAssessment of the statistical distributions of structural demand under earthquake loading
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1080/13632469.2010.539296
dc.identifier.authenticusP-002-XHT
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

Files in This Item:
File Description SizeFormat 
64010.pdf
  Restricted Access
2.18 MBAdobe PDF    Request a copy from the Author(s)


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