I have not been involved in a collapse but have been involved in numerous concrete structures. This is why there are (at least in California) numerous "special" inspections of concrete mixes, concrete formwork, rebar, concrete pours, and the concrete cores, to ensure that the concrete structure strength is as engineered. The structures are also supposed to be over-engineered to give a safety margin so as even if cracks or some failures appear, we don't have a catastrophe.
I was recently involved in the investigation of one 40 floor project where some rebar deficiency appeared halfway up; needless to say there was a great deal of engineering and inspection time (and lawyering) to get some piece of mind before continuing.