Ground:18 bearing coefficient 1750 soil group:Z4 earthquake zone:1 After the analysis, the problem of insufficient foundation, relative storey drifts, high rise in the 2nd and 3rd floors, the max offset in some beam curtain columns, exceeding the beam Nmax value, reinforcement in some floors There are problems such as the problem,, I can't handle one of them, I couldn't find a solution because it is a high floor, if you can examine and help, in addition; How can I do gradual basic data entry?