Table 6: Floor displacements of the 16-story frame structure when the amount of explosion charge is 200 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 5.641E-03 5.641E-03 2.490E-03 2.490E-03 3.858E-03 3.858E-03
2 1.133E-02 6.490E-03 4.989E-03 2.881E-03 4.081E-03 2.230E-04
3 1.782E-02 6.530E-03 7.870E-03 2.890E-03 4.323E-03 2.420E-04
4 2.435E-02 5.680E-03 1.076E-02 2.890E-03 5.661E-03 1.338E-03
5 3.003E-02 4.900E-03 1.328E-02 2.520E-03 5.703E-03 4.200E-05
6 3.493E-02 4.830E-03 1.542E-02 2.140E-03 6.314E-03 6.110E-04
7 3.976E-02 4.990E-03 1.753E-02 2.110E-03 6.476E-03 1.620E-04
8 4.475E-02 1.500E-04 1.974E-02 2.210E-03 6.583E-03 1.070E-04
9 4.490E-02 3.580E-03 2.134E-02 1.600E-03 6.906E-03 3.230E-04
10 4.848E-02 1.820E-03 2.187E-02 5.300E-04 7.315E-03 4.090E-04
11 5.030E-02 1.930E-03 2.216E-02 2.900E-04 7.380E-03 6.500E-05
12 5.223E-02 1.630E-03 2.301E-02 8.500E-04 7.394E-03 1.400E-05
13 5.386E-02 1.340E-03 2.363E-02 6.200E-04 7.626E-03 2.320E-04
14 5.520E-02 1.600E-04 2.374E-02 1.100E-04 7.792E-03 1.660E-04
15 5.536E-02 6.200E-04 2.434E-02 6.000E-04 7.950E-03 1.580E-04
16 5.598E-02 4.848E-03 2.468E-02 3.400E-04 8.109E-03 1.590E-04