TY - JOUR
T1 - An Enhanced Structural Damage Identification Approach Using Statistical Analysis and Optimization
AU - Kuo, Chien Chih
AU - Lee, Ching Hung
N1 - Publisher Copyright:
© 2001-2012 IEEE.
PY - 2023/12/15
Y1 - 2023/12/15
N2 - Structural damage identification (SDI) is of paramount importance for ensuring the long-term safety and effectiveness of various structures. However, existing identification methods require careful selection of sensors, especially in terms of sensor combination optimization, which necessitates meticulous evaluation. Herein, we propose a novel approach for detecting structural damage from vibrational signals in planar steel frames, aiming to address and improve upon the current limitations. Our method first extracts relevant vibration signals from multiple joints and then replaces the vibration signal of the damaged joint with the signal difference between the damaged and undamaged joints. This innovative approach effectively highlights the features of structural damage for further analysis. Utilizing statistical analysis, we evaluate sensor performance based on mean, standard deviation, and scatter plots, obviating the need for meticulous sensor selection. Furthermore, by analyzing the robustness exhibited by sensor combinations and confirming their stability to a certain extent, we utilize a one-dimensional fusion convolutional neural network with a signal difference (1D-FCNND) composed of individual convolutional layers using 1-D traditional and separable convolution techniques to detect structural damage accurately and efficiently. We validate the practical application of our method using benchmark data from the Qatar University Grandstand Simulator (QUGS). The results demonstrate a significant reduction in sensor requirements, accounting for only 13.33% of the total required sensors while achieving a notable enhancement of 98.92% in accuracy using only five 1D-FCNND models. The simplicity and robustness of our method enhance identification performance and optimize sensor utilization, making it a practical and promising solution for structural health monitoring (SHM) and damage identification in various engineering structures. The capability to simplify sensor selection and improve identification efficiency showcases the practical value of our method in advancing the field of SHM and damage identification.
AB - Structural damage identification (SDI) is of paramount importance for ensuring the long-term safety and effectiveness of various structures. However, existing identification methods require careful selection of sensors, especially in terms of sensor combination optimization, which necessitates meticulous evaluation. Herein, we propose a novel approach for detecting structural damage from vibrational signals in planar steel frames, aiming to address and improve upon the current limitations. Our method first extracts relevant vibration signals from multiple joints and then replaces the vibration signal of the damaged joint with the signal difference between the damaged and undamaged joints. This innovative approach effectively highlights the features of structural damage for further analysis. Utilizing statistical analysis, we evaluate sensor performance based on mean, standard deviation, and scatter plots, obviating the need for meticulous sensor selection. Furthermore, by analyzing the robustness exhibited by sensor combinations and confirming their stability to a certain extent, we utilize a one-dimensional fusion convolutional neural network with a signal difference (1D-FCNND) composed of individual convolutional layers using 1-D traditional and separable convolution techniques to detect structural damage accurately and efficiently. We validate the practical application of our method using benchmark data from the Qatar University Grandstand Simulator (QUGS). The results demonstrate a significant reduction in sensor requirements, accounting for only 13.33% of the total required sensors while achieving a notable enhancement of 98.92% in accuracy using only five 1D-FCNND models. The simplicity and robustness of our method enhance identification performance and optimize sensor utilization, making it a practical and promising solution for structural health monitoring (SHM) and damage identification in various engineering structures. The capability to simplify sensor selection and improve identification efficiency showcases the practical value of our method in advancing the field of SHM and damage identification.
KW - Convolutional neural network (CNN)
KW - fusion
KW - optimization
KW - structural damage identification (SDI)
UR - http://www.scopus.com/inward/record.url?scp=85177039357&partnerID=8YFLogxK
U2 - 10.1109/JSEN.2023.3330939
DO - 10.1109/JSEN.2023.3330939
M3 - Article
AN - SCOPUS:85177039357
SN - 1530-437X
VL - 23
SP - 31082
EP - 31097
JO - IEEE Sensors Journal
JF - IEEE Sensors Journal
IS - 24
ER -