  We derive discrete and continuous class of mathematical models that describe
a progressive collapse in a fictional one-dimensional structure, where we
consider plastic and elastic types of collisions. We examine static (collapse
initiation lines, derived from the ultimate yield strength of the structural
steel) and dynamic (duration of collapse, computed using mathematical models)
features of events that comprised the collapse in WTC 1 and 2. We show that
$(a)$, the dynamic and static aspects of the collapse are mutually consistent
and weakly dependent on the class or type of mathematical model used, and
$(b)$, that the NIST scenario, in which the buildings collapse after a sequence
of two damaging events (airplane impact and subsequent ambient fires), is
inconsistent with respect to the structural strength of the buildings. Our
analysis shows that the force that resisted the collapse in WTC 1 and 2 came
from a single structural element, the weaker perimeter columns, while the
second structural element, the stronger core columns, did not contribute. We
discuss two non-obvious inconsistencies between the mathematical models of
progressive collapse based on the NIST scenario, and the practical realizations
of collapse in WTC 1 and 2: $(i)$, the average avalanche pressure is 3 orders
of magnitude smaller than the pressure the vertical columns are able to
withstand, and $(ii)$, the intact vertical columns can easily absorb through
plastic deformation the energy of the falling top section of the WTCs. We
propose collapse scenario that resolves these inconsistencies, and is in
agreement with the observations and with the mathematical models.
