fig11
From: Structural damage identification method based on Swin Transformer and continuous wavelet transform

Figure 11. Experimental model. (A) Unloaded model; (B) 1/3L, 1/2L loading damage; (C) Accelerometers and arch loading point.

Figure 11. Experimental model. (A) Unloaded model; (B) 1/3L, 1/2L loading damage; (C) Accelerometers and arch loading point.
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