Machine learning tools to improve nonlinear modeling parameters of RC columns
Hamid Khodadadi Koodiani, Elahe Jafari, Arsalan Majlesi, Mohammad, Shahin, Adolfo Matamoros, Adel Alaeddini

TL;DR
This study employs machine learning techniques to enhance the accuracy of nonlinear modeling parameters for reinforced concrete columns, improving failure mode prediction and parameter estimation over existing standards.
Contribution
It introduces machine learning models that outperform current seismic standards in estimating nonlinear parameters and failure modes of RC columns.
Findings
Machine learning models are more accurate than current standards.
Neural Networks provided the best estimates among evaluated models.
Failure mode classification accuracy improved to over 79%.
Abstract
Modeling parameters are essential to the fidelity of nonlinear models of concrete structures subjected to earthquake ground motions, especially when simulating seismic events strong enough to cause collapse. This paper addresses two of the most significant barriers to improving nonlinear modeling provisions in seismic evaluation standards using experimental data sets: identifying the most likely mode of failure of structural components, and implementing data fitting techniques capable of recognizing interdependencies between input parameters and nonlinear relationships between input parameters and model outputs. Machine learning tools in the Scikit-learn and Pytorch libraries were used to calibrate equations and black-box numerical models for nonlinear modeling parameters (MP) a and b of reinforced concrete columns defined in the ASCE 41 and ACI 369.1 standards, and to estimate their…
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Taxonomy
TopicsStructural Health Monitoring Techniques · Infrastructure Maintenance and Monitoring · Seismic Performance and Analysis
MethodsLib · Linear Regression · Gaussian Process
