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