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Ground motion simulation for dynamic structural analysis: pros and cons

dc.contributor.authorEstêvão, João M. C.
dc.contributor.authorOliveira, Carlos Sousa
dc.date.accessioned2014-07-22T10:59:49Z
dc.date.available2014-07-22T10:59:49Z
dc.date.issued2012
dc.description.abstractIn many seismic codes the use of simulated ground motions for dynamic structural analysis is already considered. However, from the structural engineer point of view, the use of such simulated accelerograms is not very attractive, mainly because more seismological knowledge background is needed. For this reason, a user friendly freeware computer program named SIMULSIS was developed to help structural engineers to generate simulated accelerograms. A new finite-fault stochastic method was developed for ground motion simulation and implemented in the program together with an equivalent linear model that accounts for superficial soil dynamic amplification. The capabilities of the program and the precision of results produced are illustrated by the simulations carried out for two recorded earthquakes. Moreover, some suggestions related to the use of the developed computer program not only for seismic structural analysis purposes but also in the future generation of hazard maps are presented.por
dc.identifier.otherAUT: JES00807;
dc.identifier.urihttp://hdl.handle.net/10400.1/4789
dc.language.isoengpor
dc.peerreviewedyespor
dc.relation.publisherversionhttp://www.iitk.ac.in/nicee/wcee/article/WCEE2012_1527.pdfpor
dc.subjectSimulated accelerogramspor
dc.subjectStochastic methodspor
dc.titleGround motion simulation for dynamic structural analysis: pros and conspor
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceLisboa, Portugalpor
oaire.citation.title15th World Conference on Earthquake Engineeringpor
person.familyNameEstêvão
person.givenNameJoão Manuel Carvalho
person.identifierLh0jYe0AAAAJ&hl
person.identifier.ciencia-id001A-8761-A164
person.identifier.orcid0000-0002-7356-9893
person.identifier.scopus-author-id56268965500
rcaap.rightsopenAccesspor
rcaap.typeconferenceObjectpor
relation.isAuthorOfPublication39e5f28b-fdf6-4823-b622-87f4177dd013
relation.isAuthorOfPublication.latestForDiscovery39e5f28b-fdf6-4823-b622-87f4177dd013

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