Research Article

Dynamic Response of a Combined Isolation Based Mega-Substructure under Bidirectional Near-Fault Ground Motions

Table 6

Main frame acceleration response and damping rate (m/s2).

Test casesEarthquakeDirectionInput amplitude3rd floor2nd floor1st floor
AseismicCombined isolationDamping rateAseismicCombined isolationDamping rateAseismicCombined isolationDamping rate

S1Chi-Chi-2NY0.056 g1.340.840.30%0.680.3745.59%0.820.4643.90%

S2Chi-Chi-2FY0.056 g1.120.6244.64%0.590.3147.46%0.720.4537.50%

B1Chi-Chi-2NX0.051 g1.250.7242.40%0.620.3445.16%0.760.4146.05%
Y0.056 g1.570.9440.13%0.760.4146.05%0.880.4647.73%

B2Chi-Chi-2FX0.051 g1.130.6443.36%0.530.2847.17%0.690.3549.28%
Y0.056 g1.460.8442.47%0.650.3349.23%0.760.447.37%

S3Chi-Chi-2NY0.153 g3.642.0144.78%1.680.9742.26%2.491.4641.37%

S4Chi-Chi-2FY0.153 g3.011.7840.86%1.420.8242.25%2.131.1844.60%

S5Chi-Chi-3NY0.153 g4.152.1548.19%2.231.2842.60%3.081.8340.58%

B3Chi-Chi-2NX0.140 g3.511.9544.44%1.81.0342.78%2.291.2943.67%
Y0.153 g3.812.2141.99%2.011.1144.78%2.641.5342.05%

B4Chi-Chi-2FX0.139 g3.081.8141.23%1.540.8644.16%2.081.1743.75%
Y0.153 g3.241.9340.43%1.790.9845.25%2.291.2844.10%

B5Chi-Chi-3NX0.113 g4.042.1646.53%2.311.3143.29%2.761.6241.30%
Y0.153 g4.432.5143.34%2.611.4942.91%3.171.8741.01%

S6Chi-Chi-2NY0.316 g5.613.4638.32%4.082.5138.48%5.093.2136.94%

S7Chi-Chi-2FY0.316 g5.323.1141.54%3.842.3638.54%4.462.8735.65%

S8Chi-Chi-3NY0.316 g7.374.4140.16%4.822.9838.17%5.463.5435.16%

B6Chi-Chi-2NX0.289 g5.423.3138.93%3.862.4337.05%4.572.9335.89%
Y0.316 g7.014.3138.52%4.832.9139.75%5.523.6733.51%

B7Chi-Chi-2FX0.288 g5.063.0140.51%3.522.1738.35%4.272.6338.41%
Y0.316 g6.423.9238.94%4.212.6437.29%5.013.2135.93%

B8Chi-Chi-3NX0.297 g7.244.5137.71%4.963.2235.08%5.563.5735.79%
Y0.316 g8.525.2138.85%5.933.6438.62%6.964.3737.21%