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Table 3 Peak value of internal force response under different TDs

From: Preliminary numerical study on seismic response of ordinary long-span suspension bridges crossing active faults

Peak value of internal force response TD = 0 TD = 0.2 TD = 0.5 TD = 0.8 TD = 1
Shear force of 1# tower bottom (N) −2.98 × 107 3.24 × 107 3.24 × 107 3.24 × 107 7.43 × 107
Moment of 1# tower bottom(N·m) −1.17 × 109 1.28 × 109 1.28 × 109 1.28 × 109 1.25 × 109
Axial force of Cable(N) 1.95 × 109 2.03 × 109 2.05 × 109 2.07 × 109 2.08 × 109
Axial force of Suspender(N) 1.76 × 109 1.78 × 109 1.78 × 109 1.77 × 109 1.77 × 109