Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge

Figure 5

The IDA curve of the Puli Bridge. (a) Section L-A. (b) Section R-A. (c) Section L-B. (d) Section R-B. (e) Section L-C. (f) Section R-C. (g) Section L-D. (h) Section R-D. (i) Section L-E. (j) Section R-E. (k) Section L-F. (l) Section R-F.

(a)

(b)

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(e)

(f)

(g)

(h)

(i)

(j)

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(l)