In bridge abutment, during pushover, what should we plot to get force-displacement relationship in OPENSEES?

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Shaymaa Abdelghany

seismic activity.

Elmira Shoushtari Rezvani

Please elaborate on your question.

Are you modeling a bridge or just the abutment part of the bridge?

Aritra Bagchi

Actually I modelled only soil domain and abutment connected to it, but the soil domain is very big compared to abutment extending 5H below abutment and 3H behind abutment , it is 2D soil domain ,structure is discluded.