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

Table 6

Parameter values of unconfined concrete used in FE modelling.

Compressive strength	Strain at maximum strength	Crushing strength
30.50e^6	3.50e^−3	5.08e^6
Crushing strain	Tensile strength	Tension softening stiffness
18.18e^−3	1.57e^6	2.00e^4