Shock and Vibration

Research Article

Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge

Table 6

The mechanical parameters of the brace.
Typek0 (kN/m)αk0 (kN/m)Fy (kN)Dy (mm)
BRB10000003290023502.35
SCED10000003290023502.35