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摘要:
A damage detection method using BP neural network based on a novel damage index and the correlation characteristic of acceleration response was proposed, and was evaluated through FE simulations and test verifications. On the basis of achievements in existence, the feasibility of taking correlation characteristic as a damage index was validated theoretically. The damage detection for a simply-supported beam using the proposed method was simulated. The results showed that the trained BP neural network can correctly detect the location and level of damages in both single damage case and multi-damage case. A model test of a reinforced concrete simply-supported beam was performed to verify the validity and efficiency of the damage detection method.
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