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

Table 28

Maximum curvature ductility coefficients of beams and columns in model KJ10.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ10	Northwest Calif. 02/09/1941	1.69	1.99	2.20	2.17
	Hollister 03/24/1974	2.06		1.79
	Imperial Valley 5/19/1940	2.21		1.88
	Parkfield 06/28/1966	1.64		2.32
	San Fernando 02/09/1971	2.34		2.64