Research Article
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 |
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