Advances in Civil Engineering / 2017 / Article / Fig 9

Research Article

Seismic Fragility Assessment of an Isolated Multipylon Cable-Stayed Bridge Using Shaking Table Tests

Figure 9

Maximum responses of four components: (a) pier acceleration; (b) pylon drift; (c) bearing displacement; and (d) deck displacement.
(a)
(b)
(c)
(d)

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