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

Table 26

Maximum curvature ductility coefficients of beams and columns in model KJ8.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ8	Northwest Calif. 02/09/1941	1.54	1.49	1.48	1.62
	Hollister 03/24/1974	1.28		1.39
	Imperial Valley 5/19/1940	1.33		1.54
	Parkfield 06/28/1966	1.58		1.76
	San Fernando 02/09/1971	1.73		1.92