Table 6: RRS ratios of the moment resisting frame structures.

El-Centro (1940) Northridge (1994) Ratio (Fourier Amplitude/FF) (after Kim and Stewart (2003)
Reference name Amplitude (m/s2) Ratio (Fourier Amplitude/FF) calculated from FE Amplitude (m/s2) Ratio (Fourier Amplitude/FF) calculated from FE
FF 1.31 - 4.08 - -
C 0.5 X 0.5 m S15-e-1.5m 2 1.53 7.8 1.91 0.998
S12-e-1.2m 1.83 1.40 7.4 1.81 0.998
S10-e-1m 1.88 1.44 6.77 1.66 0.998
S7-e-0.7m 2.18 1.66 8.29 2.03 0.998
S5-e-0.5m 2.13 1.63 8.19 2.01 0.998
S15-1.3B 2 1.53 7.8 1.91 0.998
S15-1.5B 2 1.53 7.78 1.91 0.998
S15-2B 2.03 1.55 7.9 1.94 0.997
S15-e-2m 2.02 1.54 7.88 1.93 0.998
S15-e-1.5m 2 1.53 7.8 1.91 0.998
S15-e-1m 1.98 1.51 7.74 1.90 0.998
C 0.5 X 1m S15-e-1.5m 1.9 1.45 7.47 1.83 0.998
S12-e-1.2m 1.83 1.40 6.52 1.60 0.998
S10-e-1m 2.25 1.72 7.93 1.94 0.998
S7-e-0.7m 2.18 1.66 8.37 2.05 0.998
S5-e-0.5m 2.13 1.63 8.17 2.00 0.998
S15-1.3B 1.9 1.45 7.47 1.83 0.998
S15-1.5B 2 1.53 8.01 1.96 0.998
S15-2B 1.85 1.41 7.5 1.84 0.997
S15-e-2m 1.91 1.46 7.53 1.85 0.998
S15-e-1.5m 1.9 1.45 7.47 1.83 0.998
S15-e-1m 1.89 1.44 7.42 1.82 0.998