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Travis Bridge - Houston, TX - Dynamic Analysis - Mode 1

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Uploaded by on May 11, 2011

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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