Displacement Controlled test using Boundry Condition Module in ABAQUS

Salam everyone,

I am working on Modeling of a Brick Wall Panel under reverse cyclic load with a concrete lintel at the top.

i need help regarding displacement controlled test in abaqus. there are a total of 24 cycles . . . first four cycles are force controlled (whose frequency is 1/60Hz) and the rest 20 are displacement control (whose frequency is 1/120Hz) . . . the following is the data file . . .

     OPTIONS BEING PROCESSED
   ***************************

  *Heading
  *Node
  *Element, type=C3D8R
  *Nset, nset=ASSEMBLY_MASONRY-1_SET-1
  *Elset, elset=ASSEMBLY_MASONRY-1_SET-1
  *Node
  *Element, type=C3D8R
  *Nset, nset=ASSEMBLY_LINTEL-1_SET-1
  *Elset, elset=ASSEMBLY_LINTEL-1_SET-1
  *Nset, nset=ASSEMBLY_SET-3
  *Nset, nset=ASSEMBLY_SET-4
  *Elset, elset=ASSEMBLY_SET-3
  *Elset, elset=ASSEMBLY_SET-4
  *Elset, elset=ASSEMBLY__CP-1-LINTEL-1_S4
  *Elset, elset=ASSEMBLY__CP-1-MASONRY-1_S6
  *Elset, elset=ASSEMBLY__SURF-3_S6
  *Elset, elset=ASSEMBLY__SURF-4_S2
  *surface, type=ELEMENT, name=ASSEMBLY_CP-1-LINTEL-1
  *surface, type=ELEMENT, name=ASSEMBLY_CP-1-MASONRY-1
  *surface, type=ELEMENT, name=ASSEMBLY_SURF-3
  *surface, type=ELEMENT, name=ASSEMBLY_SURF-4
  *surface, type=ELEMENT, name=ASSEMBLY_CP-1-LINTEL-1
  *surface, type=ELEMENT, name=ASSEMBLY_CP-1-MASONRY-1
  *surface, type=ELEMENT, name=ASSEMBLY_SURF-3
  *surface, type=ELEMENT, name=ASSEMBLY_SURF-4
  *material, name=CONCRETE
  *density
  *elastic
  *material, name=MASONRY
  *density
  *elastic
  *concretedamagedplasticity
  *concretecompressionhardening
  *concretetensionstiffening
  *concretecompressiondamage
  *concretetensiondamage
  *surfaceinteraction, name=INTPROP-1
  *friction
  *surfaceinteraction, name=INTPROP-2
  *friction
  *solidsection, elset=ASSEMBLY_MASONRY-1_SET-1, material=MASONRY
  *solidsection, elset=ASSEMBLY_LINTEL-1_SET-1, material=CONCRETE
  *solidsection, elset=ASSEMBLY_MASONRY-1_SET-1, material=MASONRY
  *solidsection, elset=ASSEMBLY_LINTEL-1_SET-1, material=CONCRETE
  *solidsection, elset=ASSEMBLY_MASONRY-1_SET-1, material=MASONRY
  *solidsection, elset=ASSEMBLY_LINTEL-1_SET-1, material=CONCRETE
  *friction
  *friction
  *amplitude, name="Displ Control"
  *amplitude, name="Force Control"
  *amplitude, name=PRECOMP
  *output, field, variable=PRESELECT
  *output, history, variable=PRESELECT
  *output, field, variable=PRESELECT
  *output, history, variable=PRESELECT
  *output, field, variable=PRESELECT
  *output, history, variable=PRESELECT
  *Step, name=PreComp
  *Step, name="Force Control"
  *Step, name="Displ Control"
  *Step, name=PreComp
  *dynamic, explicit
  *boundary
  *dsload, amplitude=PRECOMP
  *output, field, variable=PRESELECT
  *output, history, variable=PRESELECT
  *endstep
  *Step, name="Force Control"
  *dynamic, explicit
  *boundary
  *dsload, op=NEW, amplitude="Force Control"
  *dsload, op=NEW
  *output, field, variable=PRESELECT
  *output, history, variable=PRESELECT
  *endstep
  *Step, name="Displ Control"
  *dynamic, explicit
  *boundary, amplitude="Displ Control"
  *dsload, op=NEW
  *output, field, variable=PRESELECT
  *output, history, variable=PRESELECT
  *endstep
  *surface, type=ELEMENT, name=ASSEMBLY_CP-1-LINTEL-1
  *surface, type=ELEMENT, name=ASSEMBLY_CP-1-MASONRY-1
  *surface, type=ELEMENT, name=ASSEMBLY_SURF-3
  *surface, type=ELEMENT, name=ASSEMBLY_SURF-4
  *surfaceinteraction, name=INTPROP-1
  *friction
  *surfacebehavior, pressure-overclosure=HARD
  *surfaceinteraction, name=INTPROP-2
  *friction
  *surfacebehavior, pressure-overclosure=LINEAR
  *contact, op=NEW
  *contactinclusions
  *contactpropertyassignment
  *contactformulation, type=PUREMASTER-SLAVE
  *Step, name=PreComp
  *dynamic, explicit
  *boundary

 ***WARNING: THE OPTION *BOUNDARY,TYPE=DISPLACEMENT HAS BEEN USED; CHECK STATUS
             FILE BETWEEN STEPS FOR WARNINGS ON ANY JUMPS PRESCRIBED ACROSS THE
             STEPS IN DISPLACEMENT VALUES OF TRANSLATIONAL DOF. FOR ROTATIONAL
             DOF MAKE SURE THAT THERE ARE NO SUCH JUMPS. ALL JUMPS IN
             DISPLACEMENTS ACROSS STEPS ARE IGNORED
  *endstep
  *Step, name="Force Control"
  *dynamic, explicit
  *boundary
  *endstep
  *Step, name="Displ Control"
  *dynamic, explicit
  *boundary, amplitude="Displ Control"
  *endstep

     LABELS REFERENCED IN THE ABOVE TABLE

      -18-     Force Control                                                                  

                            P R O B L E M   S I Z E

          NUMBER OF ELEMENTS IS                                 39366
          NUMBER OF NODES IS                                    45790
          NUMBER OF NODES DEFINED BY THE USER                   45790
          TOTAL NUMBER OF VARIABLES IN THE MODEL               137370
          (DEGREES OF FREEDOM PLUS MAX NO. OF ANY LAGRANGE MULTIPLIER
           VARIABLES. INCLUDE *PRINT,SOLVE=YES TO GET THE ACTUAL NUMBER.)

                              END OF USER INPUT PROCESSING

     JOB TIME SUMMARY
       USER TIME (SEC)      =   3.1000   
       SYSTEM TIME (SEC)    =  0.30000   
       TOTAL CPU TIME (SEC) =   3.4000   
       WALLCLOCK TIME (SEC) =          4

the problem is with the warning i am intercepting . . . please any one help me out with that . . .