Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect

Figure 4

Time history of acceleration: (a) W18EW, (b) E18EW, (c) E55EW, (d) response spectrum in the EW direction, (e) W18NS, (f)E18 NS, (g) E55 NS, and (h) response spectrum in the EW direction.

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