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Thank you for the reply.
Once the material is developed, should I just create a pull request or any other documentation is also required?

Hi,

I am trying to add new uniaxial p-y material in opensees and was wondering whether the code should be developed based on the stress and strain or it should developed in terms of soil resistance (p) and displacement (y).


Kind Regards,
Harsh Mistry

Thank you, it works perfect!

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