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dc.contributor.authorNavarro, D.
dc.contributor.authorValero, R.
dc.contributor.authorOrihuela, J.
dc.date.accessioned2021-05-12T12:29:20Z
dc.date.available2021-05-12T12:29:20Z
dc.date.issued2021-02-04
dc.identifier.issn17578981
dc.identifier.doi10.1088/1757-899X/1048/1/012022
dc.identifier.urihttp://hdl.handle.net/10757/655954
dc.description.abstractIn this investigation, the elasto-plastic behavior and the seismic performance of concrete reinforced frame structures reinforced are evaluated by applying the Pushover method. This evaluation is done on several cases: with high ductility steel (Grade 40), conventional steel (Grade 60) and high strength steel (Grade 75). For the previous, the capacity curve graph obtained from the displacement coefficient method was used to measure the capacity of the structure. In addition, the performance of the structure for different levels of seismic design are evaluated with the resulting values of ductility and rigidity of each case. The results showed that reinforcing a structure with a Grade 40 reinforcing steel increases the energy dissipation capacity, and if reinforced with a Grade 75 reinforcing steel increases the strength capacity in the structure. Finally, the comparative result of the various cases are presented to demonstrate the influence of reinforcing steel on the plastic behavior of concrete reinforced frame structures.en_US
dc.formatapplication/pdfen_US
dc.language.isoengen_US
dc.publisherIOP Publishing Ltden_US
dc.relation.urlhttps://iopscience.iop.org/article/10.1088/1757-899X/1048/1/012022en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-ShareAlike 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/*
dc.subjectReinforcing Steelen_US
dc.subjectSeismic Performanceen_US
dc.subjectFrame Structuresen_US
dc.subjectStatic Analysisen_US
dc.titleEvaluation of the Influence of Different Grades of Reinforcing Steel on the Seismic Performance of Concrete reinforced Frame Structures with Nonlinear Static Analysisen_US
dc.typeinfo:eu-repo/semantics/articleen_US
dc.identifier.eissn1757899X
dc.identifier.journalIOP Conference Series: Materials Science and Engineeringen_US
dc.identifier.eid2-s2.0-85101683898
dc.identifier.scopusidSCOPUS_ID:85101683898
dc.source.journaltitleIOP Conference Series: Materials Science and Engineering
dc.source.volume1048
dc.source.issue1
refterms.dateFOA2021-05-12T12:29:20Z
dc.identifier.isni0000 0001 2196 144X


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