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

Table 9

Salient points in the moment-curvature relationships for the piers.

Direction	Yield curvature Φy (×10^−3/m)	Yield moment My (KNm)	Limit curvature Φu (×10^−3/m)
x	8.81	172.27	198.22
y	3.48	366.82	77.38