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Dear DR. /Silvia Mazzoni, I perform non-Linear time history analysis for a 2D frame (8 Stories, 4 bays) using fiber sections in all sections in the frame, and I start to monitor the curvature at different sections in the columns and in the beams to measure the ductility level and to identify the pla...

Dear all, I perform moment curvature analysis for a fiber section in a column in multi-story R.C frame and the order I use to get the section curvature during the time history record is: Recorder Element 1 -time -file ele1secDef.out section 1 deformation Is the 2nd column in the output file for the ...