Travis Bridge Dynamic Analysis - Mode 1:
Computed by SAP2000
Theroetical Period = .334sec
Theoretical Freq = 2.99Hz
Actual using Accelerometer and DataStudio
Measured Period = .35sec
Measured Freq = 2.88Hz
Details and dimensions from the original plans provided by the Texas DOT for all superstructure elements. Slab areas were modeled using shell elements.
SAP2000 V14
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