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RC beam-column element for simulating nonlinear shear-flexural behavior

dc.contributor.authorGil Martín, Luisa María 
dc.contributor.authorHernández Montes, Enrique 
dc.date.accessioned2025-09-09T10:03:36Z
dc.date.available2025-09-09T10:03:36Z
dc.date.issued2025-07
dc.identifier.citationGil-Martín LM, Hern andez-Montes E. RC beam-column element for simulating nonlinear shear-flexural behavior. Structural Concrete. 2025. https://doi.org/10.1002/suco.70248es_ES
dc.identifier.urihttps://hdl.handle.net/10481/106181
dc.description.abstractThis paper presents a precise and straightforward solution for simulating the behavior of reinforced concrete (RC) beam-column elements subjected to bending and shearing forces. The solution is compatible with the fiber element formulation used within object-oriented software frameworks like OpenSees. The solution applies to both elastic and plastic deformation domains. In order to validate the effectiveness of the beam-column element proposed, a benchmark test available in the literature has been employed.es_ES
dc.language.isoenges_ES
dc.publisherJohn Wiley & Sons, Ltd.es_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectFiber elementses_ES
dc.subjectPerformance-based designes_ES
dc.subjectRC beam-column elementses_ES
dc.subjectShear deformationes_ES
dc.titleRC beam-column element for simulating nonlinear shear-flexural behaviores_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doi10.1002/suco.70248
dc.type.hasVersionVoRes_ES


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