Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 28
Maximum curvature ductility coefficients of beams and columns in model KJ10.
| Specimen | Selected seismic waves | cdc | Average | cdb | Average |
| KJ10 | Northwest Calif. 02/09/1941 | 1.69 | 1.99 | 2.20 | 2.17 | Hollister 03/24/1974 | 2.06 | 1.79 | Imperial Valley 5/19/1940 | 2.21 | 1.88 | Parkfield 06/28/1966 | 1.64 | 2.32 | San Fernando 02/09/1971 | 2.34 | 2.64 |
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