Research Article
Size Effect on the Seismic Performance of High-Strength Reinforced Concrete Columns with Different Shear Span-to-Depth Ratios
Figure 14
Relationship between average energy dissipation coefficient and section size.
(a) Specimens with a shear span-to-depth ratio of 2 |
(b) Specimens with a shear span-to-depth ratio of 4 |