TY - GEN
T1 - Qualitative and quantitative damage detection algorithm for structures using pattern classification and sensitivity analysis
AU - Mita, A.
AU - Qian, Y. Y.
PY - 2006/12/1
Y1 - 2006/12/1
N2 - Structural identification for health monitoring involves comparison of changes in structural properties or response, and it can be viewed as pattern classification problems. The fundamental idea of the pattern classification approach is to use training data to determine the classifiers to evaluate the categories of die test data. However, a very large database is required to store training data for complicated damage cases if no technique to reduce the size is used. This paper presents an approach with the purpose of using the least possible sensors. The structural damage location and damage extent are identified respectively by two different methods of pattern classification, that are, the Parzen-window method for the structural damage location firstly and the feed-forward back-propagation neural network used to identify damage extent secondly. The results of numerical simulations show that our proposed approach can indeed identify the structural damage using small number of sensors. Finally, a series of vibration experiments for the 5-story shear frame structure were performed to verify the performance of our proposed approach. The results show that for shear buildings, damage degree and extent can be successfully determined through measuring the frequency change.
AB - Structural identification for health monitoring involves comparison of changes in structural properties or response, and it can be viewed as pattern classification problems. The fundamental idea of the pattern classification approach is to use training data to determine the classifiers to evaluate the categories of die test data. However, a very large database is required to store training data for complicated damage cases if no technique to reduce the size is used. This paper presents an approach with the purpose of using the least possible sensors. The structural damage location and damage extent are identified respectively by two different methods of pattern classification, that are, the Parzen-window method for the structural damage location firstly and the feed-forward back-propagation neural network used to identify damage extent secondly. The results of numerical simulations show that our proposed approach can indeed identify the structural damage using small number of sensors. Finally, a series of vibration experiments for the 5-story shear frame structure were performed to verify the performance of our proposed approach. The results show that for shear buildings, damage degree and extent can be successfully determined through measuring the frequency change.
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M3 - Conference contribution
AN - SCOPUS:84890630628
SN - 0415396506
SN - 9780415396509
T3 - Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005
SP - 201
EP - 205
BT - Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005
T2 - 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005
Y2 - 16 November 2005 through 18 November 2005
ER -