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Table 2 Peak value of displacement response under different TDs (Unit: m)

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

Peak value of displacement response TD = 0 TD = 0.2 TD = 0.5 TD = 0.8 TD = 1
Longitudinal displacement of 1# tower top −2.245 − 2.37 −2.586 − 2.802 −2.946
Longitudinal displacement of 2# tower top 1.075 1.084 1.113 1.144 1.160
Vertical displacement of mid-span girder 5.669 6.392 6.867 7.352 7.657
Longitudinal displacement of girder end close to 1# tower −2.071 1.147 −1.217 −1.283 −1.334
Longitudinal displacement of girder end close to 2# tower −2.431 −1.463 −1.561 − 1.654 −1.722