i want to model SSI with BNWF . i use qz material for soil modeling .
i have a problem with settlement in gravity load ( static analysis).
the foundation settlement is equal 12 cm in 6 story frame
.but when i use elastic material for soil modeling in the same file , the settlement is correct and is equal with the settlement in the another software.
qz have a problem or there is another problem ?
please help me
( excuse me for my poor english)