I have a concrete girder box bridge that is 40 m long and 4 meters wide, and I would like to simulate the response of the bridge using Ansys random vibration for pedestrian traffic. What are reasonable PSD Acceleration values to use (please justify) and where should I apply these random vibrations? You can assume there are 10 people uniformly distributed along the bridge.
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3 - $\begingroup$ So try inputting the effects of pedestrians re The Millennium Bridge (London Millennium Footbridge). $\endgroup$Solar Mike– Solar Mike ♦2024-01-08 12:37:24 +00:00Commented Jan 8, 2024 at 12:37
- 1$\begingroup$ is this a school work assignment? $\endgroup$jsotola– jsotola2024-01-08 17:29:36 +00:00Commented Jan 8, 2024 at 17:29
- $\begingroup$ Your local bridge code should define any requirements for this. $\endgroup$Forward Ed– Forward Ed2024-02-01 00:39:14 +00:00Commented Feb 1, 2024 at 0:39
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