Appropriate postprocessing can present the results in terms of IDA curves, one for each ground motion record, of the seismic intensity, typically represented by a scalar Intensity Measure ( IM ), versus the structural response, as measured by an Engineering Demand Parameter ( EDP ).
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The suggestion that an incendiary material such as thermite was used instead of explosives was considered unlikely by NIST because of observations of the fire and the building's structural response to the fire, and because it is unlikely the necessary quantity of material could have been planted without discovery.
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For " regular " low-rise buildings, the structural response to earthquakes is characterized by the fundamental mode ( a " waving " back-and-forth ), and most building codes permit design forces to be calculated from the design spectrum on the basis of that frequency, but for more complex structures, combination of the results for many modes ( calculated through modal analysis ) is often required.
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