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Asce 41 17 pdf download3/6/2024 This paper introduces a new set of equations to calculate reinforced concrete column non-linear modeling parameters optimized for design verification of new buildings using response history analysis. To ensure model fidelity and consistency of assessment results, performance-based seismic assessment methods in ASCE 41, ACI 369.1, and ACI 374.3R prescribe modeling parameters calibrated using experimental data. Modeling parameters (MP) of reinforced concrete columns are a critical component of performance-based seismic assessment methodologies because in these approaches damage is estimated based on element deformations calculated using non-linear models. 2Department of Mechanical Engineering, The University of Texas at San Antonio, San Antonio, TX, United States.1Civil Engineering Department, The University of Texas at San Antonio, San Antonio, TX, United States.Hamid Khodadadi Koodiani 1* Arsalan Majlesi 1 Adnan Shahriar 2 Adolfo Matamoros 1
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