Research Article
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 |
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