Seismosoft | Earthquake Engineering Solutions

Thank you very much, really appreciate the help.

Thank you very much for your response.
Is it possible to know what is the integration type that has been used or what the default weights are for the different number of integration points/sections? I've tried to look at the manual but was unable to find this.

Many Thanks
Anita

Hi
I'm trying to model a flexural wall (using the distributed force based element) which is displaying a softening response and therefore the response is not objective and dependent on the number of integration points.

Is it possible to change the weight of the integration points, especially the ...