You could probably find a briefer summary. I'm not interested enough to search further.
I have read most of the detail description, and I pretty much agree. I am going to paraphraase a lot of their stuff here:
A large number of supporting columns were destroyed by impact. There were sufficient supports left to hold up the building
under normal circumstances, but these weren't normal. There was a fire.
What I found most interesting was the assertion that a "diffuse flame will usually not exceed 1000 C" (Which is 1830F), and that the temperature probably didn't exceed 750-800C (1380-1470F)---which is hot.
Steel expands when it gets hot. They point out that the heating was most likely uneven, and that beam buckling probably occurred in the floors, which would start failing the floor beams.
Now, column strength is a function of length. In the Towers, the length of the support columns was reduced by having the floors in there. As a beam doubles in length, the column's ability to resist buckling is 1/4 what it was. Lose 1 floor, and you now have 1/4 the weight bearing capability you had. 2 floors, 1/9th--and you are in over your head very quickly- and the collumns start buckling and the building comes down.
The way I read it, softening of the fasteners may have been a contributer, but it was thermal loading (Elongation of the trusses due to thermal expansion) which overloaded the fasteners holding the floor/ceiling trusses to the columns. And by failing enough floor trusses, you get a high load on the floor where this debris all accumulates, as well as a buckling failure in the vertical supports. When this collapses, you get an impulse loading on the lower part of the system, which it wasn't designed for (who could forsee this! Or if he/she could, that engineer would be eligible for a $1000000 reward--and would need a new job) and the whole thing collapses just like you had cut the supports with explosives.
Now, that is over-simplification to many, I'm sure, and probably clear as the Rio Grande to others. But anyway--Thank you for the interesting link. I do appreciate it.
Edited for speling...a'hm a injuneer, not anglish majer...