Research Article
Study on Mechanical Behavior of Fully Encased Composite Slender Columns with High-Strength Concrete Using FEM Simulation
Figure 10
Effect of tie bar spacing on axial load versus axial deformation response of FECC-C (a–c), FECC-I (d–f), and FECC-R (g–i) slender columns.
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(d) |
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(f) |
(g) |
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(i) |