09 September 2018 0 3K Report

Hi everyone,

I'm modelling a cantilever column in 2D with a section (1.0x 14.25m) as nonlinearBeamColumn element and i used zerolength section element to simulate the effect of reinforcement slipping at the fixed end of the model.

The problem that i have is in the interpretation of the results. Sincxe I've the base shear very small for pushover analysis.

I took almost 3 months and I can not find the problem. I will be very grateful if you can guide me and help me.

Thanks.

Hayet Bouazza

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