from a url I cant post yet
civil.usvd.edu.au/wtc.shtml
I saw that here too;
Also unique to the engineering design were its core and elevator system. The twin towers were the first supertall buildings designed without any masonry. Worried that the intense air pressure created by the buildingsâ high speed elevators might buckle conventional shafts, engineers designed a solution using a drywall system fixed to the reinforced steel core. For the elevators, to serve 110 stories with a traditional configuration would have required half the area of the lower stories be used for shaftways. Otis Elevators developed an express and local system, whereby passengers would change at "sky lobbies" on the 44th and 78th floors, halving the number of shaftways.
http://www.skyscraper.org/TALLEST_TOWERS/t_wtc.htm
http://alanjones.us/pages/wtc_pic.htm
http://www.ipwea.org.au/papers/download/galea.pdf
and the last one talks in regular language about why, in real terms, the towers fell
Worried that the intense air pressure created by the buildings’ high speed
elevators might buckle conventional shafts, engineers designed a solution
using a drywall system fixed to the reinforced steel core
• The structural system is impressively simple.
• The 60m wide facade is, in effect, a prefabricated steel lattice
o columns on 1m centres acting as wind bracing to resist all
overturning forces;
o the central core takes only the gravity loads of the building.
o The floors tie the system together to stop the outer walls from
buckling
Why Did It Collapse?
• Initial plane impacts - structures had been severely damaged, but not
necessarily fatally.
• Impact of the plane crash destroyed a significant number of perimeter
columns on several floors of the building, severely weakening the entire
system. Initially this was not enough to cause collapse.
• The heat from the fire raging in the upper floors, gradually affecting the
behaviour of the remaining material.
• The fire would have been initially fuelled by large volumes of jet fuel,
which then ignited the combustible material in the building
• The fire would not have been hot enough to melt any of the steel, the
strength of the steel drops markedly with prolonged exposure to fire, while
the elastic modulus of the steel reduces (stiffness drops), and increasing
deflections.
• Normally safety features such as fire retarding materials and sprinkler
systems help to contain fires, and prevent steel from being exposed to
excessively high temperatures.
• This gives occupants time to escape and allow fire fighters to extinguish
blazes, before the building is catastrophically damaged.
• The unusual circumstances – i.e. large volumes of jet fuel, fire retarding
coatings blown off during impact, water supply to fire sprinklers severed
were conditions which hugely accelerated the buckling of the outer wall
columns
• The storey at impact level would have collapsed. Remember that the
collapsing floor was supporting 20 or more floors above
• The huge mass of falling structure would gain momentum, crushing the
structurally intact floors below, resulting in catastrophic failure of the entire
structure.
• The dynamic load of 20 storeys above is very much greater than the static
system, and the columns were almost instantly destroyed as each floor
progressively "pancaked" to the ground.
But you can use the only concrete core guy's own web pages and photos to show a steel only core!