09-03-2010, 11:12 PM
hi King12
I pick out some problem possible caused this problem
1)Dynamic Analysis parameters : should only select AccelX and AccelY
2)B150830 you defined as column in its properties but in the model it is going nowhere
3)Try to use merge point for 0.1 tolerance for the whole model
4) In my opinion, to the define the partition wall load, it should define as null element and apply loads on it rather than define as beam with a relative stiffness. Other, convert to surface load for vertical elements design.
Hope this help you
I pick out some problem possible caused this problem
1)Dynamic Analysis parameters : should only select AccelX and AccelY
2)B150830 you defined as column in its properties but in the model it is going nowhere
3)Try to use merge point for 0.1 tolerance for the whole model
4) In my opinion, to the define the partition wall load, it should define as null element and apply loads on it rather than define as beam with a relative stiffness. Other, convert to surface load for vertical elements design.
Hope this help you