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.

PositionYield curvature/(māˆ’1)Yield moment/(kN m)Ultimate curvature/(māˆ’1)Ultimate moment/(kN m)

Longitudinal
Lateral