Research Article
Seismic Response Analysis of Isolated and Nonisolated Continuous Girder Bridges under Multidimensional Near-Field Ground Motions
Figure 14
Peak acceleration of the girders under far-field 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.
(a) |
(b) |
(c) |
(d) |