TY - GEN
T1 - Shear Design Optimization of Short Rectangular Reinforced Concrete Columns Using Deep Learning
AU - Utemuratova, Raushan
AU - Karabay, Aknur
AU - Zhang, Dichuan
AU - Varol, Huseyin Atakan
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.
PY - 2024
Y1 - 2024
N2 - This paper aims to show the effectiveness of artificial intelligence (AI) for structural design optimization. Design optimization of rectangular reinforced concrete (RC) columns using a deep neural network (DNN) results in a reduction of both time and monetary resources. The utilization of the DNN model prevents the iterative design process, which is common in a conventional approach. To create the necessary dataset of designs, parametric RC column designs are generated and analyzed automatically using a finite element model (FEM) of the OpenSeesPy Python library. The dataset spans five heights and six concrete classes. The data is pre-processed using equal-sized filtration to preserve the most economical column designs for specified ranges of loading conditions. Based on the given constraints of axial load, bending moments, and shear loads, the NN model predicts cross section geometry and longitudinal and transverse reinforcement. To evaluate the accuracy of the NN model predictions, thirty cases are run through the model and checked for compliance with the Eurocode building standard. A comparative analysis of the NN performance with manual designs demonstrates the overall effectiveness of the NN by 11.3% in terms of monetary price. As for the time aspect, the NN is faster by 8.57 min and 96% more efficient than manual design.
AB - This paper aims to show the effectiveness of artificial intelligence (AI) for structural design optimization. Design optimization of rectangular reinforced concrete (RC) columns using a deep neural network (DNN) results in a reduction of both time and monetary resources. The utilization of the DNN model prevents the iterative design process, which is common in a conventional approach. To create the necessary dataset of designs, parametric RC column designs are generated and analyzed automatically using a finite element model (FEM) of the OpenSeesPy Python library. The dataset spans five heights and six concrete classes. The data is pre-processed using equal-sized filtration to preserve the most economical column designs for specified ranges of loading conditions. Based on the given constraints of axial load, bending moments, and shear loads, the NN model predicts cross section geometry and longitudinal and transverse reinforcement. To evaluate the accuracy of the NN model predictions, thirty cases are run through the model and checked for compliance with the Eurocode building standard. A comparative analysis of the NN performance with manual designs demonstrates the overall effectiveness of the NN by 11.3% in terms of monetary price. As for the time aspect, the NN is faster by 8.57 min and 96% more efficient than manual design.
KW - Deep neural network
KW - Price optimization
KW - Reinforced concrete column
KW - Shear design
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U2 - 10.1007/978-981-99-4049-3_18
DO - 10.1007/978-981-99-4049-3_18
M3 - Conference contribution
AN - SCOPUS:85174448098
SN - 9789819940486
T3 - Lecture Notes in Civil Engineering
SP - 205
EP - 216
BT - Proceedings of 5th International Conference on Civil Engineering and Architecture - Proceedings of ICCEA 2022
A2 - Kang, Thomas
PB - Springer Science and Business Media Deutschland GmbH
T2 - 5th International Conference on Civil Engineering and Architecture, ICCEA 2022
Y2 - 16 December 2022 through 18 December 2022
ER -