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.007a" src="https://static.hindawi.com/articles/sv/volume-2014/985602/figures/985602.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Vertical and horizontal motions of Tabas earthquake, 1978, record from Tabas station</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="985602.fig.007b" src="https://static.hindawi.com/articles/sv/volume-2014/985602/figures/985602.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Vertical and horizontal motions of Northridge earthquake, 1978, record from Rinaadi station</td></tr></table></td></tr></table>

<table>Vertical and horizontal motions of Tabas and Northridge earthquake.</table>

Shock and Vibration

fig7

Figure 7

Figure 7: The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element 

Figure 7 | The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element 