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To model the condition of total loss of reinforcing steel at a particular node, a boundary condition constraining translation, but not rotation, about the three axes was assumed. The structural guidelines presented are generally applicable to all types of concrete structures, including bridges, buildings, water-containing structures, parking garages, and special structures. The resulting amplitude spectrum is used to identify the dominant frequencies present in the waveform. This small amount of relative movement between adjacent wall panels over time would likely not be perceptible due to the observed construction tolerances and to wall rotations that may have occurred because of differential soil settlement. If it is known unequivocally that one strand or possibly two have been accidentally severed, then these strands can be pulled out and not replaced.
