Research Article

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

Table 7

Main frame displacement response and damping rate (mm).

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

S1Chi-Chi-2NY0.056 g2.211.3837.56%1.320.8436.36%0.880.5142.05%

S2Chi-Chi-2FY0.056 g1.91.2235.79%1.060.6340.57%0.710.4339.44%

B1Chi-Chi-2NX0.051 g2.331.5334.33%1.220.7736.89%0.780.4542.31%
Y0.056 g2.431.6233.33%1.380.8637.68%0.830.4644.58%

B2Chi-Chi-2FX0.051 g1.951.2237.44%1.020.6140.2%0.640.3742.19%
Y0.056 g1.971.2437.06%1.120.6541.96%0.680.4139.71%

S3Chi-Chi-2NY0.153 g4.863.1136.01%3.542.0442.37%2.371.3742.19%

S4Chi-Chi-2FY0.153 g4.312.6738.05%3.021.8140.07%1.961.1839.8%

S5Chi-Chi-3NY0.153 g6.624.1237.76%4.422.5143.21%2.941.7440.82%

B3Chi-Chi-2NX0.140 g4.633.0234.77%3.281.9739.94%2.211.3240.27%
Y0.153 g5.223.4733.52%3.692.1741.19%2.491.5338.55%

B4Chi-Chi-2FX0.139 g4.112.5138.93%2.811.7637.37%1.841.1438.04%
Y0.153 g4.612.9835.36%3.151.9139.37%2.131.3138.5%

B5Chi-Chi-3NX0.113 g6.654.2835.64%3.872.2940.83%2.781.6540.65%
Y0.153 g6.874.4635.08%4.562.6142.76%3.081.9137.99%

S6Chi-Chi-2NY0.316 g8.836.0231.82%6.223.7240.19%3.862.4436.79%

S7Chi-Chi-2FY0.316 g7.565.6125.79%5.263.5532.51%3.212.2828.97%

S8Chi-Chi-3NY0.316 g11.467.6333.42%7.024.5235.61%4.422.7837.10%

B6Chi-Chi-2NX0.289 g9.346.0834.90%6.424.3632.09%3.122.2129.17%
Y0.316 g8.425.0839.67%6.024.1630.90%3.022.0133.44%

B7Chi-Chi-2FX0.288 g7.925.5330.18%5.543.8131.23%2.611.8728.35%
Y0.316 g7.174.6135.70%5.233.7428.49%2.481.7230.65%

B8Chi-Chi-3NX0.297 g11.587.4435.75%7.124.6634.55%3.692.6627.91%
Y0.316 g13.027.8439.78%7.024.7532.34%3.782.4535.19%