Investigation of the Earthquake Performance Adequacy of Low-Rise RC Structures Designed According to the Simplified Design Rules in TBEC-2019

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dc.contributor.authorYel, Nur Seda
dc.contributor.authorArslan, Musa Hakan
dc.contributor.authorAksoylu, Ceyhun
dc.contributor.authorErkan, Ibrahim Hakki
dc.contributor.authorArslan, Hatice Derya
dc.contributor.authorIsik, Ercan
dc.date.accessioned2024-02-23T14:35:06Z
dc.date.available2024-02-23T14:35:06Z
dc.date.issued2022
dc.departmentNEÜen_US
dc.description.abstractIn this study, earthquake performance of the structures was tested which were modeled according to the minimum criteria of simplified analysis approach proposed in TBEC-2019. For this purpose, 144 reinforced-concrete building models were designed according to parameters such as earthquake design class, building height (number of storey), number of spans, soil type and three different simplified formulas suggested in the code. The level of structural performance of buildings models was determined by the linear (L) and nonlinear performance analysis (NL) methods that given in TBEC-2019. The base shear force, top displacements and over-strength factor (omega) of each structural model were obtained, and performance analysis was performed by comparatively. As a result of the structural analyses, it was seen that some of the buildings model designed according to minimum column sectional criteria given in simplified methods could not meet the suggested seismic performance level. While the number of structural models that provide the controlled damage (CD) level in the L analysis method is 44 (30.55%), it is 107 (74.3%) in the NL analysis method. The insufficient performance was obtained in both L and NL methods in models which have over-strength values below 3. It has been observed that multi-criteria of building performance are not met with the weakening of local soil conditions. It was also seen that the L method chosen in the performance analysis gave more conservative results with this study.en_US
dc.identifier.doi10.3390/buildings12101722
dc.identifier.issn2075-5309
dc.identifier.issue10en_US
dc.identifier.scopus2-s2.0-85140634535en_US
dc.identifier.urihttps://doi.org/10.3390/buildings12101722
dc.identifier.urihttps://hdl.handle.net/20.500.12452/15877
dc.identifier.volume12en_US
dc.identifier.wosWOS:000872667400001en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherMdpien_US
dc.relation.ispartofBuildingsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSimplified Design Rulesen_US
dc.subjectEarthquakeen_US
dc.subjectLinear Methoden_US
dc.subjectNonlinear Methoden_US
dc.subjectPerformance Analysisen_US
dc.titleInvestigation of the Earthquake Performance Adequacy of Low-Rise RC Structures Designed According to the Simplified Design Rules in TBEC-2019en_US
dc.typeArticleen_US

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