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

Table 14

Maximum curvature ductility coefficients of beams and columns in model KJ3.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ3	Northwest Calif. 02/09/1941	1.43	1.63	1.17	1.52
	Hollister 03/24/1974	1.61		1.46
	Imperial Valley 5/19/1940	1.73		1.75
	Parkfield 06/28/1966	1.52		1.41
	San Fernando 02/09/1971	1.86		1.81