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