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Shock and Vibration
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Shock and Vibration
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2014
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Article
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Fig 9
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Research Article
The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element
Figure 9
Moment-rotation relationship at the element of pier bottom for near-fault ground motion record of Tabas-TR with 350 km/h vehicle speed and 14 m pier.
(a)
First element at the base of pier
(b)
Second element at the base of pier
(c)
Third element at the base of pier
(d)
Fourth element at the base of pier