In my not so proffessional opinion, it looks like the shoring for this was woefully under designed. That's on the GC & whoever they hired to design the shoring.
The shoring is entirely from the exterior, and the way it's set up I just don't see how it's working to keep the facade up. The beams are almost leaning into the building, and you just have ~8' sections of C channel on the inside holding the facade to the bracing. I would think that if the structure that is supporting the brick facade is the wood floor joists, you would want to replicate that structural support. My thought is that you would create openings in the floor and drive supports on the inside, then tie the support to the facade. Compare the way that the times is supported from the inside....
to the way the Ferdinand building was supported...
I'm no structural engineer, but the way the times facade is supported just doesn't seem adequate.