Source: Applications of Artificial Intelligence in Structural Engineering: A Review · Zenodo Authors: G. A. Suryawanshi Licence: CC-BY-4.0 — https://creativecommons.org/licenses/by/4.0/
International Journal of Inventive Engineering and Sciences (IJIES) ISSN: 2319-9598 (Online), Volume-12 Issue-9, September 2025
Applications of Artificial Intelligence in Structural Engineering: A Review
G. A. Suryawanshi, L. S. Mahajan, S. R. Bhagat
Abstract: Artificial intelligence (AI) is a computational approach that aims to mimic human-like thinking/cognitive
abilities to tackle complicated engineering issues. AI is appropriate for engineering contexts with a large set of inputs. AI
is a feasible alternative to traditional modelling and statistical techniques. Experimentation is a herculean task in the domain of
structural engineering, so AI-based techniques are viable alternatives for the prediction of various engineering design
parameters, such as structural response, compressive strength, etc. The goal of this research is to outline numerous applications
of artificial intelligence in structural engineering that have emerged in recent years. Initially, a broad introduction to AI is
provided, followed by a discussion of the relevance of AI in the field of structural engineering. Thereafter, a review of recent applications of AI techniques such as deep learning (DL), pattern
recognition (PR), and machine learning (ML) in structural engineering is presented, and the ability of such techniques to
meet the constraints of conventional models is explored. Furthermore, the benefits of adopting such algorithmic approaches are thoroughly addressed. Finally, future research
areas and latest innovations by using deep learning, pattern recognition, and machine learning are given, along with their
shortcomings. Keywords: Structural Engineering, Artificial Intelligence, Machine Learning, Deep Learning. Abbreviations: ISI: Indian Standards Institute BIS: Bureau of Indian Standards AI: Artificial Intelligence DL: Deep Learning ML: Machine Learning PR: Pattern Recognition ASTM: American Society for Testing and Materials SHM: Structural Health Monitoring ASCE: American Society of Civil Engineers BPNN: Back Propagation Neural Networks FFANN: Feed Forward Artificial Neural Network IO: Immediate Occupancy LS: Life Safety CP: Collapse Prevention RC: Reinforced Concrete MDPI: Multidisciplinary Digital Publishing Institute
FRP: Fibre Reinforced Polymer MLP: Multilayer Perceptron BRB: Buckling-Restrained Braced RSM: Response Surface Model PSDM: Probabilistic Seismic Demand Model LR: Logistic Regression PGA: Peak Ground Acceleration DSHA: Deterministic Seismic Hazard Analysis PSHA: Probabilistic Seismic Hazard Analysis CNN: Convolutional Neural Network SVM: Support Vector Machine AHP: Analytical Hierarchy Process R2: R-squared (Coefficient of determination) R: Correlation Coefficient MAE: Mean Absolute Error RMSE: Root Mean Square Error MAPE: Mean Absolute Percentage Error VEcv: Variance Explained by Cross-Validation
I. INTRODUCTION
Engineers frequently develop experiments to investigate
practical difficulties. However, such investigations are constrained in terms of the number of test/cube samples and variables used, as well as the research facilities available. To verify that tests are comparable, testing standards/guidelines, such as those developed by the Bureau of Indian Standards (BIS), the Indian Standards Institute (ISI), the American Society for Testing and Materials (ASTM), and the International Organisation for Standardisation, have been established. For many experimental trials and situations, these guidelines include a specific statement regarding the testing process, technology, and technical requirements. In the Structural Engineering domain, research facilities are primarily available for the elemental response of different structural members. Engineers can utilise modern numerical methods, such as finite element analysis, instead of relying on experimentation. Machine learning (ML) is another promising new tool for addressing various practical difficulties in the structural engineering domain [1].
||Manuscript received on||01|August 2025||| First Revised| |---|---|---|---|---|---|---| ||Manuscript received on 15||August|2025 |||Second Revised| ||Manuscript received on 02 September 2025. Correspondence Author(s)||Accepted on 15 September 2025 | Manuscript published on 30|September||2025 | Manuscript| |G. A.|Suryawanshi|,|Assistant||Professor, Dr. Babasaheb|Ambedkar| ||Technological 20100860@dbatu.ac.in|University,|Lonere,|Raigad,|India.|Email ID:| |L.|S. Mahajan,|Research Technological University, Lonere, Raigad, India.|Scholar,|Dr.|Babasaheb|Ambedkar| |S.|R. Bhagat, CC-BY-NC-ND license|Professor Technological University, Lonere, Raigad, India. Sciences Publication (BEIESP). This is an|& © The Authors. Published by Blue Eyes Intelligence Engineering and|HoD, Dr. open-access http://creativecommons.org/licenses/by-nc-nd/4.0/|Babasaheb|Ambedkar article under the|
Artificial intelligence (AI) is a branch of computer science whose goal is to enable computers to do tasks that are similar to those performed by humans [2]. In contrast to statistical techniques, AI does not start with making assumptions about a phenomenon. AI, on the other hand, is a specially built computational technique aimed at replicating human-like thinking/cognitive ability to tackle complicated technical challenges. AI is well-suited to engineering scenarios involving a high number of inputs (random variables) and a non-linear relationship between random variables and output. In many instances, AI utilises evolutionary algorithms that attempt to learn patterns
Published By: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP) © Copyright: All rights reserved.
Retrieval Number: 100.1/ijies.B35380111222 DOI: 10.35940/ijies.B3538.12090925 Journal Website: www.ijies.org
Applications of Artificial Intelligence in Structural Engineering: A Review
| concealed | in random | data | points | through | systematic | which includes the problem's outcome/target variable(s). In | ||||
|---|---|---|---|---|---|---|---|---|---|---|
| evaluation. | the 1980s, structural engineers began to investigate machine | |||||||||
| Once a pattern is discovered, this pattern turns into the | learning applications. In recent years, researchers have begun | |||||||||
| main phase of solving the complex system through training | seriously exploring different ways in which AI techniques can be | |||||||||
| and adaptive learning. An AI-based cognitive model made of | applied to the structural engineering domain to solve some challenging, | |||||||||
| multiple | layers and | processing | units | (neurons). | These | untraceable problems [3]. This study reviews current and | ||||
| neurons are arranged in visible and hidden layers to create a model that resembles the human brain, in which neurons and layers communicate continuously. The input layer, which contains random variables (predictors), is linked to hidden | future engineering. Also, it discusses opportunities & challenges which can be addressed if AI Applications are used effectively in structural engineering practice. | of AI | in the | field | of structural |
applications
layers that can create linear and non-linear models. On the other hand, the hidden layers are linked to the output layer,
Table I: Summary of Some of the AI Models Developed by Different Researchers in the Domain of Structural Engineering in Recent Years, from 2018 to 2021
| Reference | Type of Structure | Response Variables | Predictor Variables | AI Methods | Performance Parameters | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| P. Jeyer et.al. 2018 [4] | 2 Storeyed Rect. Building, 8 Storeyed Box Building | Wind Speed | Direction,, Wind etc. | Cooling load and heating load | Component-based ML | R2, prediction vs simulation results | |||||||
| M. Z. Naser et.al. 2019 [1] | Reinforced | Concrete (RC) structural members | Geometrical Properties of RC Beam and Columns | & Material | Thermal & Response of Exposed RC Members | Structural Fire- | AI-based cognitive framework | R2, R, MAE | |||||
| A. D. Pham et.al.2020 [5] | Reinforced | Concrete (RC) Flexural Members | Geometrical Parameters, Moment, Stress, etc. | Long Term Deflections | Single, voting ensemble, bagging ensemble & Stacking ensemble ML models | R, RMSE, MAE, & MAPE, SI, Predicted Vs Actual Values | |||||||
| D. Thaler et.al. 2020 [6] | 3 Storeyed Two Bay Frame Structure | Earthquake Features as Time period velocity, amplitude, | , acceleration, etc. | Structural Response | Feed-forward neural network | NA | |||||||
| M. K. Almustafa et.al. 2020 [7] | RC Slab exposed to Blast Loading | Length, width, depth, type of slab, Concrete compressive strength, etc. | Maximum Displacement of RC Slabs | Hybrid classification- regression Random Forests algorithm | R2, VEcv, MAE | ||||||||
| J. Won et.al. 2021 [8] | Building Structures | Seismic | SSI Effects | Response with | safety (LS), | Seismic Performance Levels such as Immediate occupancy (IO), Life prevention (CP) and Collapse (C) | and Collapse | Feed Forward Artificial Neural Network (FFANN) | MSE, R2, Relation between predicted and target values, Confusion Matrix | ||||
| M. K. Almustafa et.al. 2020 [9] | Fibre Reinforced Polymer (FRP) Retrofitted RC Slab exposed to Blast Loading. | Slab Size, Bond Strength, FRP configuration, Steel rfn. Ratio etc. | yield strength, Steel | Maximum Displacement of RC Slabs | Gaussian process regression algorithm | R2, MAE, MAPE | |||||||
| D. Birky et.al. 2021 [10] | Non-Linear Structural System | Geometrical & Material Properties of the cantilever beam | Dynamic Response | Deep Learning Neural Network | MAPE, Actual vs Predicted | ||||||||
| D. C. Feng et.al. 2020 [11] | NA | coarse/fine aggregates, cement, water, additive, etc. | Compressive Strength of Concrete | ANN & SVM | R² | , RMSE, MAE, MAPE | |||||||
| C. J. Lin et.al. 2021 [12] | NA | Ingredients of Concrete | Compressive Strength of Concrete | Back Propagation ANN & Genetic Programming | Coefficient of Efficiency (C.E.) | ||||||||
| G. Du et.al. 2021 [13] | NA | Ingredients of High- Performance Self- Compacting Concrete | Strength | Compressive of High- Performance Self- Compacting Concrete | GA – BP Neural Network (BPNN) | Correlation coefficient (C), RMSE, MAE | |||||||
| K. Jadhav et. al. 2020 [14] | Existing Structures | 02 different earthquakes | Seismic Hazard Safety | Multilayer Perceptron Network (MLP) | Confusion Matrix | ||||||||
| B. Sun et. al. 2020 [15] | Large-scale steel BRB Frame | Ground motion records | Seismic Fragility Analysis | ANN | - | ||||||||
| R. Segura et. al. 2020 [16] | Concrete Gravity Dam | Ground motion records | Maximum Relative Base Sliding | Metamodels | R² | , RMSE, RMAE | |||||||
| C. Long et.al. 2020 [17] | 2D and | 3D Truss structures | Cross-Section Areas of Bars | Optimised Cross- Section Areas with weight | Deep learning | - | |||||||
| J. Melchiorre et. al. [18] | Circular Arches | Geometrical Parameters | Quantity of material | Genetic Algorithm | - | ||||||||
| Articles/Journal | II. | METHODOLOGY papers/conference | proceedings | were | collected keyword “applications Published By: | randomly searches of | AI | with as in | |||||
| DOI: | Journal Website: | Retrieval Number: 100.1/ijies.B35380111222 10.35940/ijies.B3538.12090925 www.ijies.org | 8 | and Sciences Publication (BEIESP) © Copyright: All rights reserved. | Blue Eyes Intelligence Engineering |
structural engineering”, “AI in structural engineering”, “ANN in structural engineering”, “Machine Learning/Deep learning/Pattern Recognition Applications Structural engineering”, “Prediction of compressive strength of concrete by AI techniques” from prominent and well-accepted academic databases as Scopus, Web of Science, American Society of Civil Engineers (ASCE) Library, Wiley Online Library, Sage, Science Direct, Multidisciplinary digital publishing institute (MDPI), Taylor & Francis Online and Emerald. The articles/Journal Papers/conference proceedings selected for review are from recent years, from 2018 to 2021. Randomly, 30 articles related to applications of AI in the structural engineering domain were selected for this study.
A. Applications of AI in Structural Engineering
With advancements in technology, AI plays a vital role in the sub-domains of Structural Engineering. Some of the most critical applications are as follows: Structural Health Monitoring (SHM) is the process of implementing a damage detection and characterisation strategy for engineering structures. It involves monitoring of existing structures such as bridges, heritage buildings, etc., with the help of sensors from remote locations. As of today, one cannot monitor the health of structures from remote locations without sensors. Current practices to monitor/evaluate the performance of existing structures are the Visual Inspection Method and the Non-destructive method. As these practices have some limitations, such as being time-consuming and costly, working only in accessible regions of the structures, needing a high degree of expertise, etc [Y. Hooda, et al. [19]. It is challenging to detect damage to existing infrastructure by conventional vibration-based methods of SHM. Therefore, there is a need for alternative novel techniques. Various AI techniques provide advanced mathematical frameworks and algorithms that can help to discover and model the performance of a structure through deep mining of monitoring data collected from sensors [20].
M. Mishra et al. [21] carried out a systematic review to assess the health condition of heritage buildings using different emerging AI techniques, including ML, and also discussed the future scope and challenges of AI techniques related to heritage buildings. P. Singh et.al [22] carried out a literature review of various machine learning methods for monitoring of existing structures and also discussed current methods of SHM, such as vibration-based methods, Visual inspection, etc., and how to implement them with different machine learning techniques. O. Avci et.al. [24] reviewed vibration-based damage detection of civil infrastructures by using conventional methods as well as AI techniques such as ML and DL. As the structure becomes more complicated, the dependence on system physics for interpreting the observed sensor data becomes less (See Fig. No. 1), and a predominantly data-driven approach is adopted. For complex real-world structures, the preferred method must be data-driven, with system-physics/domain knowledge integrated in some way [14].
Fig.1: Structural Health Monitoring (SHM) [14]
Seismic hazard analysis involves the quantitative estimation of ground shaking hazards at a particular area. Seismic hazards can be analysed in two ways: deterministically and probabilistically. When a specific earthquake scenario is assumed, deterministic seismic hazard analysis (DSHA) is carried out. When uncertainties such as earthquake size, location, and time of occurrence are explicitly considered, probabilistic seismic hazard analysis (PSHA) is carried out. A critical part of seismic hazard analysis is the determination of Peak Ground Acceleration (PGA) and response acceleration (spectral acceleration) for an area/site [25]. A schematic figure shows (See Fig.2) training an ANN to predict the PGA of ground motions using strong motion databases [14]. Kirti Jadhav et.al [14] developed a smartphone application for seismic hazard safety assessment of RC Buildings by using ML, and also developed an ML-based framework for the seismic hazard safety of RC Buildings and studied damage classification techniques, the efficacy of the Machine Learning (ML) method in damage prediction via a Support Vector Machine (SVM) model. R. Jena et.al [26] developed a convolutional neural network (CNN) model for earthquake probability assessment in NE India and conducted vulnerability assessments using the analytical hierarchy process (AHP), Venn's intersection theory for hazard, and an integrated model for risk mapping and also developed a CNN model for earthquake probability estimation & to identify the earthquake-prone areas at Palu, Indonesia.
[Fig.2: Structural Hazard Analysis (SHA) [14]]
Seismic fragility can be defined as the proneness of a structural component or a system to fail to perform satisfactorily under a predefined limit state when subjected to an extensive range of seismic action. In accordance with the above definition, seismic fragility analysis can be regarded as a probabilistic measure for seismic performance assessment of structural components or systems.
Applications of Artificial Intelligence in Structural Engineering: A Review
There are two different end products of seismic fragility analysis: a damage probability matrix and a fragility curve [16]. R. Segura Padgett et. al [16] developed metamodels by using different machine learning techniques to find the approximate seismic response of concrete gravity dams, and practical design guidelines were devised from analysis of metamodels. Sun et al. [15] established machine learning-based algorithms for seismic fragility analysis of steel buckling-restrained braced (BRB) frames. Following the figure number. 3 shows that the development of a multi- predictor probabilistic seismic demand model (PSDM) and a multidimensional fragility model through response surface model (RSM) and logistic regression (LR) [14].
[Fig.3: Seismic Fragility Analysis [14]]
Structural optimisation is crucial for improving the efficiency, cost-effectiveness, and environmental sustainability of built structures. Over the last few decades, structural optimisation has proved itself as an essential tool in the design process. The goal of the optimisation can be to minimise the stresses, amount of steel, overall cost, etc., for a given amount of material and boundary conditions. Structural Designs based on an optimal material distribution for the structural system are not only efficient and lightweight but are also often aesthetically pleasant from an architectural point of view [27]. L. Mei et al. [27] carried out a critical literature review on structural optimisation in the civil engineering domain. C. Long et. al [17] studied a novel approach for structural optimisation of 2D & 3D truss structures by using deep learning. Hao Zheng et.al [28] proposed a novel method by using machine learning techniques for topological design compression-only shell structures with planar faces, considering both structural performance & construction constraints. J. Melchiorre et al. [18] developed machine learning algorithms for the structural optimisation of circular arches with different cross-sections. The strength of concrete is an important parameter to determine the performance of the material during service conditions. For the mix design of concrete, the strength is essential. Generally, concrete has high compressive strength and low tensile strength. Conventionally, statistical analyses such as linear & Non-Linear regression are critical tools to find the strength of concrete mixes. However, results obtained through statistical analyses are often inferior in most cases. In recent years, machine learning algorithms have drawn more and more attention because of their capability to deal with multivariable analysis [13]. G. Du et. al [13] developed a genetic algorithm to predict compressive strength of self-compacting concrete by using back propagation neural networks (BPNN). P.F.S. Silva et al. [29] developed three models, including Random Forest, ANN & SVM, for predicting the compressive strength of concrete. S. D. Latif [30] developed a prediction model for compressive strength using datasets obtained from a deep
learning method, long short-term memory (LSTM), and a Support vector machine (SVM). Bhagat S.R. et. al [23] reviewed different AI techniques for forecasting pollution.
III. CONCLUSION AND FUTURE SCOPE
This research looked at how artificial intelligence (AI) can be used in the field of structural engineering. There are five critical areas, such as structural health monitoring (SHM), seismic hazard analysis, seismic fragility analysis, optimisation of structural systems/members & prediction of strength of concrete, in which one can apply various AI techniques. A summary of multiple AI techniques in the structural engineering field, as employed by researchers over the past three years, from 2018 to 2021, is presented in tabular form. The review demonstrates that various AI approaches like machine learning, pattern recognition, and deep learning have the capacity to understand nonlinear relationships among the contributing factors, allowing them to tackle a wide range of issues that are difficult or impossible to address using conventional approaches. The review further shows that various AI techniques have been applied to the computational structural analysis domain, such as in finite element analysis, to improve computational time. Numerous challenges must be addressed to apply various AI techniques in the structural engineering domain. The first challenge is obtaining sufficient, diverse, and high-quality data. The second difficulty is the black box character of some AI approaches. It is fair to advise structural engineers who are completely unaware of the AI algorithms not to utilise various AI approaches. The third issue, which seems to be a side effect of AI's massive popularity, is that it is sometimes extolled like a panacea for all challenges in different sectors. The fourth issue concentrates on assessing whether various AI algorithms are appropriate for specific problems in the structural engineering domain. The fourth issue focuses on evaluating whether various AI algorithms are suitable for particular problems in the structural engineering domain. In summary, the authors believe that there are several potential domains where AI algorithms might give substantial benefits to practising structural engineers.
ACKNOWLEDGEMENT
I want to thank Prof. Dr. S.R. Bhagat, sir & Mr. L.S. Mahajan for encouraging me to write a review paper on 'Applications of Artificial Intelligence in Structural Engineering.'
DECLARATION STATEMENT
After aggregating input from all authors, I must verify the accuracy of the following information as the article's author.
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Conflicts of Interest/ Competing Interests: Based on my understanding, this article has no conflicts of interest.
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Funding Support: This article has not been funded by any organizations or agencies. This independence ensures that the research is conducted with objectivity and without any external influence.
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Ethical Approval and Consent to Participate: The content of this article does not necessitate ethical approval or consent to participate with supporting documentation.
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Data Access Statement and Material Availability: The adequate resources of this article are publicly accessible.
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Author’s Contributions: Each author has individually contributed to the article. Mr. G. A. Suryawanshi: Conceptualisation, Methodology, Writing-review & editing, Mr. L. S. Mahajan & Dr. S. R. Bhagat: Conceptualisation, Supervision, Investigation.
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