Database of measurements for damage detection of panel-to-panel moment joints in timber structures by Coaxial Correlation Method

Viktors Kurtenoks, Aleksis Kurajevs, Dmitrijs Serdjuks, Karīna Buka-Vaivade, Vjačeslavs Lapkovskis, Viktors Mironovs

This database includes series of measurements of the structure's response taken in six-dimensional space using two 6D sensors, coaxially positioned in two different ways on either side of the investigated panel-to-panel connection. Presented data related to ten different states of joints, two load levels, and two type of input signal (short impulse and sweep signal with duration 0.5 seconds with frequency range from 10 Hz to 2000 Hz). In the "Read_me_first.pdf" is described the experiment, the format of .csv files names and files' structure. Used materials, methods and results for the case of static load equal to 151.8 kg with sweep-type input signal, and T2 scheme of sensors placement is described in Kurtenoks, V.; Kurajevs, A.; Buka-Vaivade, K.; Serdjuks, D.; Lapkovskis, V.; Mironovs, V.; Podkoritovs, A.; Vilnitis, M. The Quality Assessment of Timber Structural Joints Using the Coaxial Correlation Method. Buildings 2023, 13, 1929. https://doi.org/10.3390/buildings13081929

Pieteikuma datums
14.11.2023.
Atslēgas vārdi
rotational stiffness, vibration test, timber structures, structural health monitoring, coaxial accelerations, structural joints, dynamic response, non-destructive test
DOI
10.5281/zenodo.10121801
Hipersaite
https://zenodo.org/records/10121801