Hi;

I am s PhD student in Earthquake Engineering. Now, I work on the development of seismic fragility curves for bridge piers. For this, I use IDA method by using OpenSees tool.

For this, I calculate maximum drift for each PGA by considering different ground motion (using IDA: Incremental Dynamic Analysis).

Can you explain to me in detail the plot of the curve (PSDM) to better understand!

I appreciate your help.

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