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

Table 9

Seismic response of high-speed railway bridge with 350 km/h vehicle speed and pier height 14 m under high-level near-fault earthquake action.

Earthquake	Transverse displacement at midspan/(mm)	Vertical displacement at midspan/(mm)	Transverse displacement at the top of the piers/(mm)	Transverse shear force at the base of pier (×10^3 kN)	Bending moment at the base of pier (×10^3 kN⋅m)
Iran Tabas-Tabas	68.03	24.41	69.31	6.838	80.768
Loma Prieta-Los Gatos-Lexington Dam	67.53	7.15	75.20	7.814	79.820
Turkey Kocaeli-Yarimca	89.31	43.61	110.80	8.240	88.402
Northridge-Newhall-Fire Station	105.30	27.53	125.70	8.127	85.412
Northridge-Rinaadi	56.70	13.48	91.63	6.299	75.226
Sanfernando-Pacoima Dam	53.77	13.67	58.47	6.509	70.425