In general, it is highly recommended that you not introduce an initial non-zero displacement at time zero in the analysis. Instantaneous non-zero boundary conditions applied in an explicit dynamics analysis introduce very strong shocks into the model and, if the magnitude of the displacement is large enough, can turn elements inside-out in the first time increment. Care should be taken to specify an appropriate amplitude via the TABLED1, TABLED2 or TABLEH options.
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| SPCD | SID | G1 | C1 | D1 optional | G2 optional | C2 optional | D2 optional | unused | unused |
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