Research Article
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 |
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