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

Table 30

Maximum curvature ductility coefficients of beams and columns in model KJ12.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ12	Northwest Calif. 02/09/1941	1.14	1.32	1.95	2.03
	Hollister 03/24/1974	1.66		1.29
	Imperial Valley 5/19/1940	1.01		2.33
	Parkfield 06/28/1966	1.23		1.34
	San Fernando 02/09/1971	1.58		3.22