Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section

Table 5

Parameter values of confined concrete used in FE modelling.

Compressive strength	Strain at maximum strength	Crushing strength
30.50 e^6	3.50 e^−3	24.40 e^6
Crushing strain	Tensile strength	Tension softening stiffness
18.18 e^−3	1.57 e^6	2.00 e^4