Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 24
Plastic hinge rates of beams and columns in model KJ12.
| Specimen | Selected seismic waves | Pc | Average | Pb | Average |
| KJ12 | Northwest Calif. 02/09/1941 | 0.17 | 0.18 | 0.22 | 0.38 | Hollister 03/24/1974 | 0.13 | 0.17 | | Imperial Valley 5/19/1940 | 0.17 | 0.44 | | Parkfield 06/28/1966 | 0.25 | 0.28 | | San Fernando 02/09/1971 | 0.17 | 0.94 | |
|
|