Damage Assessment of an RC Pier under Noncontact Blast Loading Based on P-I Curves

Table 3

The failure criterion of an RC pier.

Index	Slight damage	Moderate damage	Severe damage	Collapse
Bearing angle (°)	0∼2	2∼5	5∼12	>12
Maximum lateral displacement (mm)	0∼61	61∼153	153∼364	>364