Dynamic Response of Bridge-Landslide Parallel System under Earthquake

Figure 15

Excellent frequency of selected measuring points under different cases. (a) Spectrum curve of DA17 (0.15 g). (b) Spectrum curve of DA17 (0.4 g). (c) Excellent frequency of selected measuring points (0.15 g). (d) Excellent frequency of selected measuring points (0.4 g).

(a)

(b)

(c)

(d)