Research Article

Early-Warning Method of Train Running Safety of a High-Speed Railway Bridge Based on Transverse Vibration Monitoring

Figure 1

View of the Nanjing DaShengGuan Bridge and layout of the transverse vibration monitoring of the main girder.
(a) View of the Nanjing DaShengGuan Bridge
(b) Elevation drawing of the bridge (unit: m)
(c) Locations of the accelerometers in the deck sections