Development of Phenomenological Model for RC Circular Columns

The Modified Ibarra–Medina–Krawinkler (ModIMK) model, based on phenomenology, is widely used by earthquake engineering researchers due to its fast computation and effectiveness in simulating the performance deterioration of structural components. In the past, the main study objects were reinforced concrete (RC) square columns. However, RC circular columns have seldom been studied, and their ModIMK model still needs to be developed. For this reason, we collected the pseudo-static test data of 80 circular columns and calibrated the model parameters of each component; through the regression method, empirical equations between the design parameters and the hysteretic model parameters were established, i.e., the ModIMK model was determined. Using the hysteretic model in this work, the hysteretic responses of eight circular columns were predicted and found to be well fitted to the test hysteretic responses, verifying the model’s accuracy. This work enabled a more comprehensive and accurate application of the ModIMK model in earthquake engineering studies involving RC circular columns.

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Publication Details

Journal
Applied Sciences
Published
2025-04-27
DOI
https://doi.org/10.3390/app15094841
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

Development of Phenomenological Model for RC Circular Columns

H. Liu, Junqi Lin, Jinlong Liu
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Applied Sciences
Seismic Performance and Analysis
article

Development of Phenomenological Model for RC Circular Columns

H. Liu, Junqi Lin, Jinlong Liu
article en

Abstract

The Modified Ibarra–Medina–Krawinkler (ModIMK) model, based on phenomenology, is widely used by earthquake engineering researchers due to its fast computation and effectiveness in simulating the performance deterioration of structural components. In the past, the main study objects were reinforced concrete (RC) square columns. However, RC circular columns have seldom been studied, and their ModIMK model still needs to be developed. For this reason, we collected the pseudo-static test data of 80 circular columns and calibrated the model parameters of each component; through the regression method, empirical equations between the design parameters and the hysteretic model parameters were established, i.e., the ModIMK model was determined. Using the hysteretic model in this work, the hysteretic responses of eight circular columns were predicted and found to be well fitted to the test hysteretic responses, verifying the model’s accuracy. This work enabled a more comprehensive and accurate application of the ModIMK model in earthquake engineering studies involving RC circular columns.

Applied SciencesVol. 15(9)
China Earthquake Administration (CN)
China Earthquake Administration, Institute of Engineering Mechanics, China Earthquake Administration
Openalex Percentile: Top 91%
Seismic Performance and Analysis
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