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

Table 1

Dynamic design factors of the cantilever support system [22].

Support condition and load	Stress state
	Elastic	0.58	0.45	0.78
	Elastic-plastic	0.64	0.50	0.78
	Plastic	0.50	0.33	0.66