No detailed observational data on the performance of tower core elements exist. Therefore, the
Purdue research team used finite element simulations to assist in estimating the impact response
and the post-impact state of the structural elements in the core. Objective evaluations of the
simulation results indicated that identification of the number and distribution of columns
damaged immediately by the impact was quite sensitive to the input parameters. As would be
expected, the simulations did indicate consistently some damage to the core columns but
credible
changes in input parameters such as flight or column properties resulted in changes in calculated
impact damage suggesting that an exact determination of the damage to the core was not
defensible. On the other hand, it was found that a simple construct, not dependent on exact
identification of the damage distribution, would explain the collapse.
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