Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/2263
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dc.contributor.authorDönmez, Cemalettin-
dc.contributor.authorSözen, Mete A.-
dc.date.accessioned2016-10-18T07:08:47Z
dc.date.available2016-10-18T07:08:47Z
dc.date.issued2007-05
dc.identifier.citationDönmez, C., and Sözen, M. A. (2007). Numerical model for biaxial earthquake response of reinforced concrete. Computer-Aided Civil and Infrastructure Engineering, 22(4), 238-253. doi:10.1111/j.1467-8667.2007.00482.xen_US
dc.identifier.issn1093-9687
dc.identifier.issn1093-9687-
dc.identifier.urihttp://doi.org/10.1111/j.1467-8667.2007.00482.x
dc.identifier.urihttp://hdl.handle.net/11147/2263
dc.description.abstractA numerical constitutive model is developed to simulate the biaxial nonlinear flexural response of slender reinforced concrete members subjected to earthquake excitation. The model is tested using data from two types of experiments with reinforced concrete elements: (1) elements subjected to varying pseudo-static biaxial lateral loads and (2) elements that responded biaxially to simulated earthquake motions. The goal for the model was not only to help determine the absolute maxima for earthquake response but also to enable calculation of the entire waveform, including the ranges of low- and moderate-amplitude response. The comparisons of measured and calculated results and sensitivity of the proposed model to variations in the input parameters are discussed. The output was found to be insensitive to the changes in input parameters related to concrete and sensitive to input parameters related to reinforcing steel. The results of the calculations were tested using experimental data.en_US
dc.language.isoenen_US
dc.publisherJohn Wiley and Sons Inc.en_US
dc.relation.ispartofComputer-Aided Civil and Infrastructure Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectEarthquakesen_US
dc.subjectComputer simulationen_US
dc.subjectReinforcing steelen_US
dc.subjectSeismic wavesen_US
dc.subjectSeismologyen_US
dc.titleNumerical model for biaxial earthquake response of reinforced concreteen_US
dc.typeArticleen_US
dc.authoridTR49301en_US
dc.institutionauthorDönmez, Cemalettin-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume22en_US
dc.identifier.issue4en_US
dc.identifier.startpage238en_US
dc.identifier.endpage253en_US
dc.identifier.wosWOS:000244744200002en_US
dc.identifier.scopus2-s2.0-33847790546en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1111/j.1467-8667.2007.00482.x-
dc.relation.doi10.1111/j.1467-8667.2007.00482.xen_US
dc.coverage.doi10.1111/j.1467-8667.2007.00482.xen_US
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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