Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 30
Maximum curvature ductility coefficients of beams and columns in model KJ12.
| Specimen | Selected seismic waves | cdc | Average | cdb | Average |
| KJ12 | Northwest Calif. 02/09/1941 | 1.14 | 1.32 | 1.95 | 2.03 | Hollister 03/24/1974 | 1.66 | 1.29 | Imperial Valley 5/19/1940 | 1.01 | 2.33 | Parkfield 06/28/1966 | 1.23 | 1.34 | San Fernando 02/09/1971 | 1.58 | 3.22 |
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