Ass2_2004 - Structural Mech 3 - Assignment 2 - 2004 T xi u0...

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Structural Mech 3 - Assignment 2 - 2004 T 0.7854 m 300 tonne xi 0.03 base shear 5138 kN u0 0 max displ 26.76 cm u0d 0 w 8 Spectrum Data Table dt 0.02 T Sd Sa PSa C1 10112 26.76 1.75 1.75 C2 200.96 0.1 0.21 0.85 0.83 Newhall 0.2 1.65 1.66 1.66 time ugdd u ud udd udd(abs) 0.3 5.18 2.30 2.32 0 0.26 0 0 -0.26 0 0.4 5.76 1.45 1.45 0.02 -0.64 0 0 0.64 0 0.5 12.23 1.97 1.97 0.04 -1.94 0 0.03 1.9 -0.04 0.6 18.99 2.12 2.12 0.06 -1.9 0 0.07 1.78 -0.12 0.7 28.79 2.37 2.36 0.08 -0.56 0 0.09 0.34 -0.22 0.8 25.99 1.63 1.63 0.1 0.71 0 0.08 -1.04 -0.33 0.9 23.76 1.18 1.18 0.12 0.92 0.01 0.06 -1.32 -0.4 1 31.99 1.29 1.29 0.14 1.49 0.01 0.02 -1.93 -0.44 1.1 40.40 1.35 1.34 0.16 2.5 0.01 -0.02 -2.92 -0.42 1.2 45.79 1.28 1.28 0.18 -1.62 0.01 -0.04 1.25 -0.37 1.3 48.17 1.15 1.15 0.2 -6.29 0.01 0.03 5.9 -0.39 1.4 46.74 0.96 0.96 0.22 -4.91 0.01 0.13 4.36 -0.55 1.5 46.74 0.84 0.84 0.24 -4.18 0.01 0.21 3.38 -0.8 1.6 43.53 0.69 0.68 0.26 -6.42 0.02 0.3 5.25 -1.17 1.7 41.73 0.58 0.58 0.28 -9.79 0.02 0.43 8.09 -1.7 1.8 44.38 0.55 0.55 0.3 -4.76 0.03 0.53 2.39 -2.37 1.9
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Ass2_2004 - Structural Mech 3 - Assignment 2 - 2004 T xi u0...

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