Modeling parameters (MP) of reinforced concrete columns are a critical component performance-based seismic assessment methodologies because in these approaches damage is estimated based on element deformations calculated using non-linear models. To ensure model fidelity and consistency results, methods ASCE 41, ACI 369.1, 374.3R prescribe modeling calibrated experimental data. This paper introd...

As crash data have distinctive behavior like over-dispersion, researchers used statistical methods to deal with this unique of specifically. This study employed generalized linear modeling techniques develop the model. It was assumed that accident counts followed negative-binomial distribution, and link function chosen be log function. Negative-binomial technique over Poisson distribution becau...