UniformExcitation Pattern in OPENSEESPY

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kamyarsa
Posts: 14
Joined: Mon Jan 17, 2022 2:46 am

UniformExcitation Pattern in OPENSEESPY

Post by kamyarsa » Mon Apr 25, 2022 6:04 am

Hello,

I want to exert a sine wave motion to a soil model in Openseespy. I have written the codes as written below:"

ops.timeSeries('Sine', 50, 0.0, 10.0 , 2, '-factor', cFactor)
ops.pattern('UniformExcitation', 32, 1, '-accel', 50)

But the problem is that all displacements, accelerations, and velocity in the soil nodes are still 0. Could anyone help me find the problem ? I guess I should add another command to my code.

Thank you very much.
Last edited by kamyarsa on Tue May 10, 2022 6:48 am, edited 1 time in total.

mhscott
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Location: Corvallis, Oregon USA
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Re: UniformExcitation Pattern in OPENSEESPY

Post by mhscott » Mon Apr 25, 2022 6:15 am

Either there is no mass in your model or you don't have boundary conditions (supports) where the uniform excitation will be applied.

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