Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 12
Maximum curvature ductility coefficients of beams and columns in model KJ1.
| ||||||||||||||||||||||||||||||||||||||||||
Note: cdc is the maximum curvature ductility coefficient of columns and cdb is the maximum curvature ductility coefficient of beams. |