Table 10: Floor displacements of the 16-story frame structure when the amount of explosion charge is 400 kg.

Floor 200 m 300 m 400 m
Floor displacement
(m)
Story drift
(m)
Floor displacement
(m)
Story drift
(m)
Floor displacement
(m)
Story drift
(m)
1 2.792E-02 2.792E-02 7.540E-03 7.540E-03 4.472E-03 4.472E-03
2 5.542E-02 2.750E-02 1.497E-02 7.430E-03 8.880E-03 4.408E-03
3 7.809E-02 2.267E-02 2.110E-02 6.130E-03 1.251E-02 3.630E-03
4 9.368E-02 1.559E-02 2.530E-02 4.200E-03 1.501E-02 2.500E-03
5 1.132E-01 1.952E-02 3.056E-02 5.260E-03 1.814E-02 3.130E-03
6 1.370E-01 2.380E-02 3.700E-02 6.440E-03 2.194E-02 3.800E-03
7 1.547E-01 1.770E-02 4.174E-02 4.740E-03 2.478E-02 2.840E-03
8 1.781E-01 2.340E-02 4.804E-02 6.300E-03 2.852E-02 3.740E-03
9 1.978E-01 1.970E-02 5.337E-02 5.330E-03 3.169E-02 3.170E-03
10 2.210E-01 2.320E-02 5.963E-02 6.260E-03 3.541E-02 3.720E-03
11 2.424E-01 2.140E-02 6.541E-02 5.780E-03 3.884E-02 3.430E-03
12 2.639E-01 2.150E-02 7.120E-02 5.790E-03 4.227E-02 3.430E-03
13 2.851E-01 2.120E-02 7.692E-02 5.720E-03 4.567E-02 3.400E-03
14 3.048E-01 1.970E-02 8.223E-02 5.310E-03 4.882E-02 3.150E-03
15 3.211E-01 1.630E-02 8.662E-02 4.390E-03 5.143E-02 2.610E-03
16 3.324E-01 1.130E-02 8.667E-02 5.000E-05 5.323E-02 1.800E-03