Parametric study of dynamic behaviour of RC dual system design with the Brazilian Standard Code using the lumped damage model

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datacite.alternateIdentifier.citationJOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING,Vol.43,,2021
datacite.alternateIdentifier.doi10.1007/s40430-021-02977-8
datacite.creatorda Cunha Teles, Daniel Victor
datacite.creatorda Cunha, Rafael Nunes
datacite.creatorNascimento de Figuei Amorim, David Leonardo
datacite.creatorPicon, Ricardo
datacite.creatorLopez, Julio Florez
datacite.date2021
datacite.subject.englishEarthquakes
datacite.subject.englishReinforced concrete
datacite.subject.englishNonlinear analysis
datacite.subject.englishLumped damage mechanics
datacite.subject.englishPlastic hinges
datacite.subject.englishDamage
datacite.subject.english
datacite.titleParametric study of dynamic behaviour of RC dual system design with the Brazilian Standard Code using the lumped damage model
dc.date.accessioned2021-10-04T18:54:33Z
dc.date.available2021-10-04T18:54:33Z
dc.description.abstractAnalysis of RC structures subjected to seismic loads vary greatly around the world, from simplified static models to more advanced methods, which take account of real dynamic loads and the nonlinear response of structures. As a recent theory, lumped damage mechanics apply the concepts of damage mechanics and the classic fracture in plastic hinges for nonlinear analysis of RC structures. Therefore, this research analysed the behaviour of RC dual system structures designed according to Brazilian Standards Codes, that did not consider the recommendations of NBR 15421, under seven real seismic loads, with magnitude units in Richter scale (ML). It was concluded that all structures regardless of structural system and number of storeys might suffer severe values of structural damage when subjected to earthquake magnitudes equal or greater than 5.0 ML. Besides that, even for earthquake magnitudes above 3.0 ML, in most of structures, the interstorey drift ratio was not in requirements with international standard codes, causing cracking in nonstructural elements and demanding higher repair costs.
dc.identifier.urihttp://repositoriodigital.uct.cl/handle/10925/4359
dc.language.isoen
dc.publisherSPRINGER HEIDELBERG
dc.sourceJOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING
oaire.resourceTypeArticle
uct.indizacionSCI
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