Shock and Vibration

Research Article

Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes

Table 2

Self-weight and additional masses of the model.
ComponentsSelf-weight (kg)Additional mass (kg)Total mass (kg)
Tower33361520018536
Deck245362168669
Bents144042005640
Cables26—26