Mathematical Problems in Engineering / 2018 / Article / Fig 11

Research Article

Performance Evaluation of Q690 High-Strength Concrete-Filled Thin-Walled Steel Tubular Columns under Compression-Bending Coupling

Figure 11

Comparison of different damage assessment results.
(a) HCFTST-1-1-1
(b) HCFTST-1-4-4
(c) HCFTST-2-1-2
(d) HCFTST-2-4-3
(e) HCFTST-3-1-3
(f) HCFTST-3-4-2
(g) HCFTST-4-1-4
(h) HCFTST-4-4-1