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

Table 10

Plastic hinge rates of beams and columns in model KJ5.

Specimen	Selected seismic waves	Pc	Average	Pb	Average
KJ5	Northwest Calif. 02/09/1941	0.42	0.44	0.56	0.68
	Hollister 03/24/1974	0.50		0.56
	Imperial Valley 5/19/1940	0.46		0.89
	Parkfield 06/28/1966	0.42		0.72
	San Fernando 02/09/1971	0.42		0.67