Here's what a structural engineer friend of mine suggested.
He seems to agree with SFUVancouver's suggestion of a big mass in the middle (without much rebar) if the lateral load strength is in the periphery.
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… hard to say but with building eccentricity it looks like the lateral resistive elements may be closer to the periphery of the building footprint to maximize efficiency… and the concentrated rebar regions in the foundation act like grade beams running north south along the west side of the site and east west along the south side of the site… ie. speculating that no traditional core footing at the elevator core for resisting lateral loads – this core may possibly be gravity only or contribute minimally to lateral resistance… can’t really tell until vertical reinforcing is placed around the core – this is still absent on the photos… other vertical reinforcing dowels are also not in yet… if that’s the case then the scaffolding areas will most likely be mass poured with minimal rebar (relatively) – the scaffolding would then be in place of the typical rebar chairs that support top layer reinforcing…
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