Table 11: Floor displacements of the two frame structures and the value of Δue.

Explosion amount
(kg)
Δue(m) 200 m 300 m 400 m
Floor displacement
(m)
Floor displacement
(m)
Floor displacement
(m)
200 7-story 3.980E-02   4.559E-02 4.088E-03 3.809E-03
16-story 8.890E-02 5.980E-02 2.468E-02 8.109E-03
300 7-story 3.980E-02 5.095E-02 4.334E-02 3.951E-03
16-story 8.890E-02 1.318E-01 7.066E-02 9.286E-03
400 7-story 3.980E-02 9.224E-02 4.607E-02 4.159E-02
16-story 8.890E-02 3.324E-01 8.667E-02 5.323E-02