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

Table 23

Plastic hinge rates of beams and columns in model KJ11.

Specimen	Selected seismic waves	Pc	Average	Pb	Average
KJ11	Northwest Calif. 02/09/1941	0.33	0.34	0.56	0.73
	Hollister 03/24/1974	0.42		0.72
	Imperial Valley 5/19/1940	0.33		0.83
	Parkfield 06/28/1966	0.38		0.67
	San Fernando 02/09/1971	0.25		0.89