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

Table 16

Maximum curvature ductility coefficients of beams and columns in model KJ5.

Specimen	Selected seismic waves	cdc	Average	cdb	Average
KJ5	Northwest Calif. 02/09/1941	1.65	1.95	1.13	1.53
	Hollister 03/24/1974	1.97		1.47
	Imperial Valley 5/19/1940	2.07		1.62
	Parkfield 06/28/1966	1.71		1.41
	San Fernando 02/09/1971	2.33		2.02