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.
UniformExcitation Pattern in OPENSEESPY
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UniformExcitation Pattern in OPENSEESPY
Last edited by kamyarsa on Tue May 10, 2022 6:48 am, edited 1 time in total.
Re: UniformExcitation Pattern in OPENSEESPY
Either there is no mass in your model or you don't have boundary conditions (supports) where the uniform excitation will be applied.