Negative pressure is considered in the expansion joint.
If you do a simple model it will be better. A single vertical element, with a big diameter. This element is epansion joint element, add an anchor at bottom.
Put two pressures P1= -0.9 bar, P2=+0.9 bar. Run only P1 and P2 loadcases and see the displacements in the upper node. for P1 will be negative, for P2 will be positive.
Regards,
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Dan