Thereby you can easily
give the load cases
different weights in the objective function:
OBJ_FUNC
ID_NAME = minimize_compliance
DRESP = dresp_compliance_1, 0.90
DRESP = dresp_compliance_2, 1.10
TARGET = MIN
END_
Here, the first design response is weighted 10% less than the norm, and
the second 10% more than the norm. The norm (1.0) is default.
SIMULIA Tosca Structure.bead
will try to combine All load cases
in the finite element calculation with the weighting of 1.0.