I am performing Pushover analysis of a 12 storeys building but the pushover curves are not reaching the target displacement as calculated by ASCE41-13. (Figures attached PX & PY). While estimating the performance points using ASCE41-13 & FEMA 440 EL the results are as shown in Figures PXFEMA & PYFEMA. What could be the reason? Is there any error in modeling or unit conversion? I have applied auto M3 hinges for beams & PM2M3 hinges for columns (ASCE41-13 based) at relative distance 0 & 1.