0 0.5 1 1.5 2 2.5 3 3.5 4 -4 -3 -2 -1 0 1 2 3 4 Time (s) Displacement in mm Comparison of out-of-plane displacement Expanded PONTOS TRAC 98% 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 -4 -3 -2 -1 0 1 2 3 4 Time (s) Displacement in mm Comparison of out-of-plane displacement Expanded PONTOS TRAC 100% 0 0.5 1 1.5 2 2.5 3 3.5 4 -2.5 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 Time (s) Displacement in mm Comparison of out-of-plane displacement Expanded PONTOS TRAC 97% 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 -2.5 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 Time (s) Displacement in mm Comparison of out-of-plane displacement Expanded PONTOS TRAC 99% 0 0.5 1 1.5 2 2.5 3 3.5 4 -0.2 -0.15 -0.1 -0.05 0 0.05 0.1 0.15 0.2 0.25 Time (s) Displacement in mm Comparison of out-of-plane displacement Expanded PONTOS TRAC 76% 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 -0.2 -0.15 -0.1 -0.05 0 0.05 0.1 0.15 0.2 0.25 Time (s) Displacement in mm Comparison of out-of-plane displacement Expanded PONTOS TRAC 87% Location 1 Location 4 Location 7 (a) (b) (c) (e) (d) (f) Figure 8: Overlay of the Displacement Responses (shown for complete and initial transient period) from Predicted Solution Using First Five Modes for Expansion and PONTOS at three different locations of the BU 209
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