Table 8: Floor displacements of the 16-story frame structure when the amount of explosion charge is 300 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 1.332E-02 1.332E-02 6.356E-04 6.356E-04 7.697E-04 7.697E-04
2 2.660E-02 1.328E-02 1.908E-03 1.273E-03 1.530E-03 7.630E-04
3 4.211E-02 1.551E-02 3.918E-03 2.010E-03 2.165E-03 6.350E-04
4 5.756E-02 1.545E-02 6.665E-03 2.747E-03 2.604E-03 4.390E-04
5 7.106E-02 1.350E-02 1.006E-02 3.391E-03 3.161E-03 5.570E-04
6 8.253E-02 1.147E-02 1.399E-02 3.939E-03 3.827E-03 6.660E-04
7 9.367E-02 1.114E-02 1.847E-02 4.476E-03 4.331E-03 5.040E-04
8 1.055E-01 1.183E-02 2.351E-02 5.039E-03 4.988E-03 6.570E-04
9 1.137E-01 8.200E-03 2.909E-02 5.584E-03 5.551E-03 5.630E-04
10 1.169E-01 3.200E-03 3.515E-02 6.056E-03 6.202E-03 6.510E-04
11 1.183E-01 1.400E-03 4.145E-02 6.298E-03 6.802E-03 6.000E-04
12 1.228E-01 4.500E-03 4.766E-02 6.213E-03 7.403E-03 6.010E-04
13 1.262E-01 3.400E-03 5.369E-02 6.031E-03 7.993E-03 5.900E-04
14 1.268E-01 6.000E-04 5.957E-02 5.873E-03 8.537E-03 5.440E-04
15 1.300E-01 3.200E-03 6.522E-02 5.656E-03 8.981E-03 4.440E-04
16 1.318E-01 1.800E-03 7.066E-02 5.443E-03 9.286E-03 3.050E-04