Zhang et al. [208] |
Vibration-based structural state identification |
8595, 14,465, and 4800 raw acceleration data (9 Ch. × 10,000) for each of the bridges |
Pathirage et al. [28] |
Damage identification by making a deep mapping between the modal characteristics and structural damage |
20,000 data samples containing the first three frequencies and mode shapes obtained by Eigen analysis of finite element model |
Avci et al. [52] |
Wireless vibration-based bolt loosening detection |
330 signals each containing 245,760 samples of velocity |
Pathirage [63] |
Vibration-based damage detection and finding the stiffness reduction of elements |
Modal information of 10,300 damage cases that include the first seven frequencies (7 arrays) and the regarding mode shapes at 14 beam-column joints (98 arrays) |
Tang et al. [58] |
Data anomaly detection and classification |
10,014 time and frequency response of a long-span cable-stayed bridge stacked in two channels with the resolution of 100 × 100 |
Wang and Cha [55] |
Vibration-based loosened bolt localization |
6800 frequency domain 50 × 50 matrices calculated by Fast Fourier Transformation (FFT) of acceleration signals of a lab-scale bridge |
Yu et al. [209] |
Damage identification and localization of buildings controlled with smart devices |
1900 group of 5 × 2832 matrices of power spectral density |
Lin and Nie [54] |
Vibration-based feature extraction for damage detection |
459 set of vertical acceleration signals collected from nine nodes in 1024 × 9 matrices |
Bao et al. [30] |
Vision-based anomaly detection and classification in a long-span cable-stayed bridge |
333,792 of acceleration signals plotted in 100 × 100 one channel images |
Abdeljaber et al. [53] |
Bolt loosening localization on a lab-scale steel grandstand simulator |
749 × 12 vectors of acceleration signals with 128 × 1 dimension |