@misc{10481/106181,
year = {2025},
month = {7},
url = {https://hdl.handle.net/10481/106181},
abstract = {This 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.},
publisher = {John Wiley & Sons, Ltd.},
keywords = {Fiber elements},
keywords = {Performance-based design},
keywords = {RC beam-column elements},
keywords = {Shear deformation},
title = {RC beam-column element for simulating nonlinear shear-flexural behavior},
doi = {10.1002/suco.70248},
author = {Gil Martín, Luisa María and Hernández Montes, Enrique},
}