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

Table 29

Maximum curvature ductility coefficients of beams and columns in model KJ11.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ11	Northwest Calif. 02/09/1941	1.57	1.69	1.89	2.13
	Hollister 03/24/1974	1.85		2.04
	Imperial Valley 5/19/1940	1.43		1.35
	Parkfield 06/28/1966	1.71		2.19
	San Fernando 02/09/1971	1.87		3.16