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Shock and Vibration
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Shock and Vibration
/
2014
/
Article
/
Tab 8
/
Research Article
The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element
Table 8
Calculated values of skeleton-frame curves of moment-curvature relationship.
Position
Yield curvature/(m
ā1
)
Yield moment/(kN
m)
Ultimate curvature/(m
ā1
)
Ultimate moment/(kN
m)
Longitudinal
Lateral