Description
Excel sheets: IN - input (independent) variable values for all 64 data points variable ID 1 = frequency of the 1st free vibration mode (Hz) variable ID 3 = frequency of the 2nd free vibration mode (Hz) variable ID 3 = frequency of the 3rd free vibration mode (Hz) TARGET - target (dependent) variable values for all 64 data points variable ID 1 = damage location (m) = distance from beam edge TARGET vs OUTPUT - target (expected) vs. output (yielded by the proposed ANN) values Check reference below (to be added when the paper is published)https://www.researchgate.net/publication/328870831_12_Neural_Networks_-_Structural_Damage_-_Localization
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Publication Details
DOI
Publisher
Zenodo
Subfield
Civil and Structural Engineering
Field
Engineering
Domain
Physical Sciences
Confidence Score
36%
Source
Scholar Data Model