From: Bret Cahill on
There was some technique to deal with the uncertainty of the strength
of a structure, say, an aircraft wing, under a lifetime loading
situation which also fit some statistical distribution.

The same approach could also be applied to a reinforced concrete
structure near an active fault line. (Earthquake insurance is
generally prohibitively expensive which suggests their actuaries
aren't on the ball.)

Anyway, why not treat the building and the fault line as one and the
same from a reliability POV?


Bret Cahill