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

Table 17

Maximum curvature ductility coefficients of beams and columns in model KJ6.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ6	Northwest Calif. 02/09/1941	1.46	1.56	0.98	1.73
	Hollister 03/24/1974	1.50		1.17
	Imperial Valley 5/19/1940	1.70		2.50
	Parkfield 06/28/1966	1.17		1.27
	San Fernando 02/09/1971	1.97		2.72