Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 25
Maximum curvature ductility coefficients of beams and columns in model KJ7.
| Specimen | Selected seismic waves | cdc | Average | cdb | Average |
| KJ7 | Northwest Calif. 02/09/1941 | 1.15 | 1.11 | 1.08 | 1.23 | Hollister 03/24/1974 | 1.03 | 1.19 | Imperial Valley 5/19/1940 | 1.09 | 1.30 | Parkfield 06/28/1966 | 1.14 | 1.17 | San Fernando 02/09/1971 | 1.16 | 1.41 |
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