Research Article
Seismic Response Analysis of Isolated and Nonisolated Continuous Girder Bridges under Multidimensional Near-Field Ground Motions
Figure 13
Peak acceleration of the girders under forward-directivity ground motions. (a) Peak acceleration in the X direction. (b) Isolation ratio in the X direction. (c) Peak acceleration in the Z direction. (d) Isolation ratio in the Z direction.
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