Deformations of Reinforced Concrete Members at Yielding and Ultimate
By T. Panagiotakos, M. Fardis. 2001
747 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/36e17be07304b7ac3465e8d3ce5d512d73c82ec3
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Bayesian Cloud Analysis: efficient structural fragility assessment using linear regression (2014, background): “In particular the maximum drift value corresponding to the unloading of 20 % respect to the maximum base-shear value is determined (Panagiotakos and Fardis 2001).”
- Simplified method for seismic risk assessment of buildings with consideration of aleatory and epistemic uncertainty (2011, methodology): “…of variation of the ultimate rotation in the columns (0.4), since the model for the prediction of the ultimate rotation in the plastic hinges of the columns is based on the non-parametric approach, which can be more reliable than the parametric approach employed by Panagiotakos and Fardis (2001).”