Estimating the Fundamental Period of Reinforced Concrete Buildings: Integrating Infill Walls and Soil–Structure Interaction Effects for Enhanced Seismic Performance

Buildings with reinforced concrete (RC) integrate steel reinforcement with concrete to increase the structure’s durability and load-bearing capability. A significant issue is the corrosion of the steel reinforcement, especially in high-humidity environments or when exposed to deicing salts. This paper proposes a novel technique for predicting the fundamental period (FP) of RC buildings considering infill walls and soil–structure interaction (SSI) effects. The proposed technique is the multi-component attention graph convolutional neural network (MCAGCNN). The primary objective of the proposed method is to achieve high prediction accuracy and minimal error in approximating the FP of RC frame-building models, thereby improving the reliability of structural analysis and design. Initially, data are collected from Housing Database Project Level Files. This study primarily investigated three types of buildings: Bare frames, buildings with fully unfilled walls, and buildings with an open first floor. The research considered the effects of various factors like infill stiffness, number of bays, SSI, bay width, and the FP of the buildings. The concrete grade, the number of stories, the building’s width and length, and the number of bays are the input parameters used to predict the FP. The FP of RC buildings with and without SSI effects is predicted using the proposed MCAGCNN technique. The proposed MCAGCNN approach improves accuracy by 19.36%, 26.42%, and 23.27%, increases precision by 22.36%, 15.42%, and 18.27%, and reduces RMSE by 18.36%, 16.42%, and 28.27%, compared to the existing techniques, including Genetic Algorithms (GA), Gradient Boosting Decision Trees (GBDT), and Artificial Neural Networks (ANN). The proposed study also demonstrates a lower [Formula: see text] norm error of 0.045, indicating a high degree of accuracy and minimal deviation between predicted and actual values.

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Publication Details

Journal
International Journal of Computational Methods
Published
2024-12-12
DOI
https://doi.org/10.1142/s0219876224500889
Primary Topic
Seismic Performance and Analysis
Type
article
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article

Estimating the Fundamental Period of Reinforced Concrete Buildings: Integrating Infill Walls and Soil–Structure Interaction Effects for Enhanced Seismic Performance

Rama Debbarma, Arijit Banik
International Journal of Computational Methods
Seismic Performance and Analysis
article

Estimating the Fundamental Period of Reinforced Concrete Buildings: Integrating Infill Walls and Soil–Structure Interaction Effects for Enhanced Seismic Performance

Rama Debbarma, Arijit Banik
article en

Abstract

Buildings with reinforced concrete (RC) integrate steel reinforcement with concrete to increase the structure’s durability and load-bearing capability. A significant issue is the corrosion of the steel reinforcement, especially in high-humidity environments or when exposed to deicing salts. This paper proposes a novel technique for predicting the fundamental period (FP) of RC buildings considering infill walls and soil–structure interaction (SSI) effects. The proposed technique is the multi-component attention graph convolutional neural network (MCAGCNN). The primary objective of the proposed method is to achieve high prediction accuracy and minimal error in approximating the FP of RC frame-building models, thereby improving the reliability of structural analysis and design. Initially, data are collected from Housing Database Project Level Files. This study primarily investigated three types of buildings: Bare frames, buildings with fully unfilled walls, and buildings with an open first floor. The research considered the effects of various factors like infill stiffness, number of bays, SSI, bay width, and the FP of the buildings. The concrete grade, the number of stories, the building’s width and length, and the number of bays are the input parameters used to predict the FP. The FP of RC buildings with and without SSI effects is predicted using the proposed MCAGCNN technique. The proposed MCAGCNN approach improves accuracy by 19.36%, 26.42%, and 23.27%, increases precision by 22.36%, 15.42%, and 18.27%, and reduces RMSE by 18.36%, 16.42%, and 28.27%, compared to the existing techniques, including Genetic Algorithms (GA), Gradient Boosting Decision Trees (GBDT), and Artificial Neural Networks (ANN). The proposed study also demonstrates a lower [Formula: see text] norm error of 0.045, indicating a high degree of accuracy and minimal deviation between predicted and actual values.

International Journal of Computational MethodsVol. 22(06)
National Institute of Technology Agartala (IN), Tripura University (IN)
Sustainable cities and communities
Openalex Percentile: Top 74%
Seismic Performance and Analysis
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Estimating the Fundamental Period of Reinforced Concrete Buildings: Integrating Infill Walls and Soil–Structure Interaction Effects for Enhanced Seismic Performance — Rama Debbarma, Arijit Banik · International Journal of Computational Methods (2024) | TGRS Research Map | TGRS