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How to define stress time history instead of acceleration time history

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szleok

Civil/Environmental
Joined
Jun 10, 2004
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18
Location
US
Usually, when we input seismic loading, we use amplitude vs. time which is already in the Abaqus CAE. That's the relationship between acceleration and time. Can we just use the stress time history instead of that? Anyone here has idea how to input the data?
 
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