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Tilt-Panel Bottom Connections

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Our local SEA is looking at tilt-panel to foundation / slab connections and code requirements.  Because of this I have spent a fair amount of time researching the recent code history (97 UBC +).  Each code cycle has changed the wording and methodology.  FEMA 368 & 450 also take different approaches.  Because of this, I have assumed there must be a historic precedent of panel failures.  Two days of online research hasn't turned up a single report addressing the issue.  I can't seem to find a single reference which discusses panel performance at the bottom (good or bad).  Numerous papers, articles, and reports discuss diaphragm and out-of-plane anchorage.  But I couldn't find a single report dealing with the bottom.  That said, I am at home and haven't gone through recent ACI or TCA publications.

Can anyone point me to a reference which reviews the performance of panel bottom connections?

Jake Watson, S.E.
Salt Lake City, UT