The stiffness of the high pier, large span rigid bridge in the operation period increases its ability to resist wind-induced vibration. However, the structural properties of high piers and long cantil
This data set contains structural response measurements acquired from the Route 345 Bridge over Big Sucker Brook in Waddington, NY prior to demolition and replacement. This steel stringer bridge was
The truss was excited with hammer excitation to simulate impact test excitation. The modal sledge hammer (PCB 086D50) with softer red tip is used. The hammer hit location for this test was at node 33
Acoustic emission RMS, solar voltage and battery charge percentage time series data for Site 2 Sensor 3 of the Community Slope SAFE trial at Hakha, Chin State, Myanmar
