Structural Health Monitoring
Vibration-based damage detection, modal features, sensor-informed assessment, anomaly detection and condition monitoring.
Civil and structural engineering researcher focused on vibration-based SHM, finite element modelling, structural dynamics, and data-driven damage location and severity prediction in frame structures.
My research connects engineering mechanics with data-driven prediction, aiming to support safer, more reliable and more sustainable structural assessment.
Vibration-based damage detection, modal features, sensor-informed assessment, anomaly detection and condition monitoring.
MATLAB-based modelling, semi-rigid connections, eigenvalue analysis, stiffness-reduction scenarios and model-updating concepts.
ANN, SVM, Random Forest, LSBoost, optimization-based modelling, regression workflows and damage severity prediction.
Accepted Conference Paper · SMAR 2026
Accepted for the 8th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures.
The study compares ANN, SVM, Random Forest and LSBoost for damage prediction using natural frequencies
and mode-shape features in benchmark and numerical frame studies.
Manuscript Ready for Submission
This manuscript focuses on optimized SVM-based prediction of damage location and severity using vibration-based
features, extending the research direction toward experimental and numerical frame benchmarks.
Damage to beam-to-column connections can have serious consequences for the safety and performance of structures. This thesis investigates the use of artificial neural networks as an advanced method for damage identification in beam-to-column connections within the framework of structural health monitoring. Although structural connections are commonly assumed to be perfectly rigid in finite-element models, the connections in this study were modelled as semi-rigid using the finite-element method.
Connection damage was simulated through reductions in connection stiffness. The resulting modal characteristics, including natural periods and mode shapes, were used as input parameters for the artificial neural network. By modifying the structural stiffness matrices and extracting eigenvalues and eigenvectors, the datasets required to train the network were generated. The severity of connection damage was defined as the network output.
The results demonstrate that artificial neural networks can effectively identify damage in semi-rigid beam-to-column connections. The proposed approach shows promise as a data-driven method for SHM and condition assessment of framed structures.
Azarbaijan Shahid Madani University, Tabriz, Iran · Thesis grade: 19/20
Islamic Azad University of Tabriz, Tabriz, Iran
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