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

Table 13

Maximum curvature ductility coefficients of beams and columns in model KJ2.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ2	Northwest Calif. 02/09/1941	1.43	1.59	1.03	1.35
	Hollister 03/24/1974	1.63		1.34
	Imperial Valley 5/19/1940	1.63		1.56
	Parkfield 06/28/1966	1.45		1.14
	San Fernando 02/09/1971	1.80		1.67