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Advances in Civil Engineering
/
2018
/
Article
/
Fig 7
/
Research Article
Equivalent Viscous Damping Ratio Model for Flexure Critical Reinforced Concrete Columns
Figure 7
EVD ratio versus ductility factor: (a) predicted by (
16a
)–(
16c
); (b) predicted by the other equations.
(a)
(b)