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The article discusses numerical issues in modeling distributed inelasticity for reinforced concrete (RC) frame elements in seismic analysis, focusing on the differences between displacement-based (DB) and force-based (FB) formulations. It highlights the challenges of convergence in DB models compared to FB models, particularly under softening behavior, and proposes a new regularization scheme for DB elements validated against experimental results. The study emphasizes the importance of understanding the eff

Author

Ali

Language

EN