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   <ow:Publication rdf:about="oai:digibug.ugr.es:10481/106181">
      <dc:title>RC beam-column element for simulating nonlinear shear-flexural behavior</dc:title>
      <dc:creator>Gil Martín, Luisa María</dc:creator>
      <dc:creator>Hernández Montes, Enrique</dc:creator>
      <dc:subject>Fiber elements</dc:subject>
      <dc:subject>Performance-based design</dc:subject>
      <dc:subject>RC beam-column elements</dc:subject>
      <dc:subject>Shear deformation</dc:subject>
      <dc:description>This paper presents a precise and straightforward solution for simulating the&#xd;
behavior of reinforced concrete (RC) beam-column elements subjected to&#xd;
bending and shearing forces. The solution is compatible with the fiber element&#xd;
formulation used within object-oriented software frameworks like OpenSees.&#xd;
The solution applies to both elastic and plastic deformation domains. In order&#xd;
to validate the effectiveness of the beam-column element proposed, a benchmark test available in the literature has been employed.</dc:description>
      <dc:date>2025-09-09T10:03:36Z</dc:date>
      <dc:date>2025-09-09T10:03:36Z</dc:date>
      <dc:date>2025-07</dc:date>
      <dc:type>journal article</dc:type>
      <dc:identifier>Gil-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.70248</dc:identifier>
      <dc:identifier>https://hdl.handle.net/10481/106181</dc:identifier>
      <dc:identifier>10.1002/suco.70248</dc:identifier>
      <dc:language>eng</dc:language>
      <dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
      <dc:rights>open access</dc:rights>
      <dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
      <dc:publisher>John Wiley &amp; Sons, Ltd.</dc:publisher>
   </ow:Publication>
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