The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="985602.fig.003a" src="https://static.hindawi.com/articles/sv/volume-2014/985602/figures/985602.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Acceleration time-history curve</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="985602.fig.003b" src="https://static.hindawi.com/articles/sv/volume-2014/985602/figures/985602.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Velocity time-history curve</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="985602.fig.003c" src="https://static.hindawi.com/articles/sv/volume-2014/985602/figures/985602.fig.003c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Displacement time-history curve</td></tr></table></td></tr></table>

<table>Ground acceleration, velocity, and displacement time histories for record of Northridge Rinaldi and Century City CC North.</table>

Shock and Vibration

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Figure 3

Figure 3: The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element 

Figure 3 | The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element 