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

Table 7

Plastic hinge rates of beams and columns in model KJ2.

Specimen	Selected seismic waves	Pc	Average	Pb	Average
KJ2	Northwest Calif. 02/09/1941	0.08	0.19	0.22	0.38
	Hollister 03/24/1974	0.17		0.39
	Imperial Valley 5/19/1940	0.21		0.44
	Parkfield 06/28/1966	0.25		0.28
	San Fernando 02/09/1971	0. 25		0.56