Research Article
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 |
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