Deterioration modeling of steel moment resisting frames using finite-length plastic hinge force-based beam-column elements
(2014)
Journal Article
Ribeiro, F. L., Barbosa, A. R., Scott, M. H., & Neves, L. C. (2015). Deterioration modeling of steel moment resisting frames using finite-length plastic hinge force-based beam-column elements. Journal of Structural Engineering, 141(2), Article 04014112. https://doi.org/10.1061/%28ASCE%29ST.1943-541X.0001052
The use of empirically calibrated moment-rotation models that account for strength and stiffness deterioration of steel frame members is paramount in evaluating the performance of steel structures prone to collapse under seismic loading. These deteri... Read More about Deterioration modeling of steel moment resisting frames using finite-length plastic hinge force-based beam-column elements.