Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures

Table 8

Plastic hinge rates of beams and columns in model KJ3.

Specimen	Selected seismic waves	Pc	Average	Pb	Average
KJ3	Northwest Calif. 02/09/1941	0.17	0.30	0.39	0.53
	Hollister 03/24/1974	0.21		0.56
	Imperial Valley 5/19/1940	0.33		0.39
	Parkfield 06/28/1966	0.42		0.56
	San Fernando 02/09/1971	0.38		0.78